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CIVIL ENGINEERING: SURVEYING
109 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92410
APR 1 2 2005
TELEPHONE 909-884-8217
PLAN
FAX 909-889-0153 CS
CO KAJA iz E 6 ✓
PCN
Please use this Plan chiec.k Number
on all correspondence while plans
are in Plan check
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CIVIL ENGINEERING: SURVEYING
109 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92410
APR 1 2 2005
TELEPHONE 909-884-8217
PLAN
FAX 909-889-0153 CS
CO KAJA iz E 6 ✓
PCN
Please use this Plan chiec.k Number
on all correspondence while plans
are in Plan check
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1ZACT NO. 31681-1 & 2
ORAINAGE STUD
CALCULATIONS
CORAL MOUNTAIN @ ANDALUSIA
CITY OF LA QUINTA
November 6, 2004
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CIVIL ENGINEERING: SURVEYING:PLANNING:ARCHITECTURE
109 East 3rd Street Tel: (909) 884 -8217
Son Bernardino, CA 92410 Fax: (909) 889 -0153
f 64
TABLE OF CONTE NTS
ITEM PAGE
1. DISCUSSION AND SUMMARY ...... ............................... 1
2. PROJECT SITE MAPS ................... ............................... 2
3. SOIL GROUPS & MAP .................. ............................... 3
4. 1100-YEAR, 1-HOUR ISOHYTALS MAP ........... .................. 5
5., HYDROLOGY INPUT TABLE ....... ............................... 8 -11
6. CIVILD /CIVILDESIGN PROGRAM OUTPUT ................... 12 -99
7. HYDRAULIC CALCULATIONS ....... ............................... 100
8.. WSPGW TRACT NO. 31681-1 .............. ........................110 -145
9. WSPGW TRACT NO. 31681-2 ....... ....:.......................... 146 -220
10. TYPICAL STREET CROSS SECTION AND STREET
CAPACITY TABLES ................... ............................... 221 -237
11. DRAINAGE MAPS . ........................... ..... a ..............Back Pocket
1. 1 DISCUSSION AND SUMMARY
' INTRODUCTION:
The purpose of this study is to analyze proposed drainage patterns in and around Tract 31681.
Witch is part of the Coral Mountain Project master - planned community bounded by Avenue 58
I' on the north, Monroe street on the east, Madison street on the west, Avenue 60 on the south and
APN'S 761- 180 -01 & 761 - 190 -01 on the northeast.
OVERALL HYDROLOGY:
Offsite run -off will be conveyed along perimeter streets at low points and into the project via
storm drain systems to onsite golf courses and lakes. All onsite run -off will also be collected
' through a system of storm drains and into the lakes.
HYDRAULIC METHODOLOGY:
All computed depths of flow were based on the manning's equation. Various interior and
perimeter streets were spot checked for adequate hydraulic capacity per the table found in the
street hydraulic section of this report.
Manning calculations for typical street section capacities are based on the following:
' 1. Standard street cross - sections provided hereon;
2. Custom concrete v -gutter and "0"' curb face;
3. A manning's roughness coefficient of 0.015 for the street & parkway.
CONCLUSION:
' Detailed analysis indicated that a 100 -year, 1 -hour storm event over the fully developed onsite
watershed will produce peak flows that can be conveyed by the interior streets sections into the
' proposed catch basins and through a storm drain to the golf courses and the lakes. Supplemental
Hydraulic calculations will be submitted at a later date per each tract phase some are included in
this report.
I
HYDROLOGY METHODOLOGY:
The calculated run -off flows are depicted on the enclosed Drainage Maps. All run -off values are
'
calculated using the rational method as outlined in the 1978 Riverside County Hydrology Manual,
assuming:
a) 100 year storm frequency.
b) I -hour rainfall intensity= 1.60 in/hr.
'
c) Slope on the intensity duration curve= 0.58
d) Residential cover @ commercial & 3 - 4 u.p.a.
All flows were calculated using "RRIV.EXE ", a Riverside County Rational Hydrology Program
by Civilcadd/Civildesign engineering software, version 6.4, 1989 -2001.
HYDRAULIC METHODOLOGY:
All computed depths of flow were based on the manning's equation. Various interior and
perimeter streets were spot checked for adequate hydraulic capacity per the table found in the
street hydraulic section of this report.
Manning calculations for typical street section capacities are based on the following:
' 1. Standard street cross - sections provided hereon;
2. Custom concrete v -gutter and "0"' curb face;
3. A manning's roughness coefficient of 0.015 for the street & parkway.
CONCLUSION:
' Detailed analysis indicated that a 100 -year, 1 -hour storm event over the fully developed onsite
watershed will produce peak flows that can be conveyed by the interior streets sections into the
' proposed catch basins and through a storm drain to the golf courses and the lakes. Supplemental
Hydraulic calculations will be submitted at a later date per each tract phase some are included in
this report.
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itIVEYISmE COUNTY, CALIFORNIA 77
TABLE 12.- --Soil and water features
[Absence of an entry indicates the feature is not a concern. See text for descriptions of symbols and such terms as "rare,"
"brief," and "perched." The symbol < means less than; > means greater than]
' Hydro- Flooding High water table Bedrock
Soil name and logic
map symbol group Frequency Duration Months Depth Kind Months Depth Hardness
Badland:
BA.
.Borrow pits:
8p.
Bull Trail:
BtE----------- - - - - -- B None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 - - - - -- >60
-------------- - - - - -- ---- - - - - --
Won:
6----------- - - - - -- A None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - = - - -- ------ - - - - -- >60
Car1on Variant:
aeon D----------- - - - - -- A None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 --------------------------- >60
Carrizo:
CcC----------- - - - - -- A Rare- - - - - -- -------------------- - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 -
Can as
' CdC, CdE, ChC, CkB. A None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---- - - - - --
Cf B------------------ A None ----- - --- -- ------ --- -- ---- -- - - -- 2.0 -4.0 Apparent -- - -- Jan - Dec - --- >60
Carsitas Variant:
Cm I, CmE ----------- C None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------------ 6-20 Rippable.
' Chuckawalla:
Co B, Co D, CnC, CnE. B None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60
' Coachella:
CPA, CPS, CsA - - - - -- B .None - - - - -- '---- - - - - -- - - - -- >B.0 -- - -- - >80
- - -- - - - - - -- - - -- -- - - - - -- -- - -- - --
CrA----------- - - - - -- B None_--- - - - - -- ---- - - - - --
---------- ------ - - - - -- 3.05.0 Apparent - - - -- Jan-Dec - - -- >60
Fluvaquente:
Fe________ ______ _____ D Frequent___ Very long_____ Apr- Sep____ 0.5 -2.0 Apparent_____ Jan-Dec ---- >80
Fluvents:
Fe_ __ ________________ A/D Occasional__ Very brief____ Jan-Dec ---- >6.0 >60
-41P('ilman:
M,,Qb&GbB,GeA. . Rare- - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---- - - - - --
- - - - -- None ------ -------- - - - - -- ------ - - - - -- 3.0 -5.0 Apparent - - - -- AprOct - - -- >60 ---- - - - - --
Graa7vpel pits and dumps:
Imppeerial:
N------------ - - - - -- ------ - - - - -- - -------- - - - - --
D None -- - - - - -- ----- - - - - -- >6.0 - ----- - - - - -- >60 - - -
!fA__________________ D None - - - - -- -------- - - - - -- ------ - - - - -- 1.0-3.0 Apparent - - - -- Jan - Dec - - -- >60 _
' lmCl:
Imppe�rial part - - - - - -- D None --- --- - ----- -------- ------ - - - - -- >6.0 -- ---- -- - - -- -- - -- --- - - - - -- >80 ---- -- - ---
Gullied land part.
Im erial:
IOC 1:
Im rial part_______ D None_______ 1.5-5.0 Apparent_____ Jan-Dec ---- >80 ---- - - - - --
Gu 'ed Iand part.
--------------
Indio:
I IP, IS---------- - - - - -- None ------ -------------- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- x60 ---- - - - - --
Ir, It - ---- ---- - - -- -- B None -- -- -- -- -- ---- -- - - -- ------ - - - - -- 3.0 -5.0 Apparent_- - -- Jan- Dec- - -- >60 - --- -- - - --
Lithic Torripsamments:
LR1:
' Lithic
Torripsammentspart. D None______ ______________ _ _ >6.0 _ ___________ 1 -10 Hard.
'Rook outcrop part. - --- - - -- -- - --- --- --- - -- -
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rn
NOTES:
1. 3 and 6 -hour patterns based on the Indio area thunderstorm of September 24,1939.
2. 24 -hour patterns based on the general storm of March 2 9 3,1938.
--rlexl
Ludwig Engineering
109 E. 3rd Street
San Bernardino, California 92410
(909) 884-8217
FAX (909) 889-0153
JOB
SHEET NO. 1 OF
CALCULATED BY DATE.
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1
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681C.out
------------------------------------------------------------------------
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA C1,C2,C3 & C4 * * * * * * * * * * **
CITY OF LA QUINTA, CALIFORNIA
FILE: 31681C.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
' Storm event (year) = 100.00 Antecedent Moisture Condition = 2
' Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used. _
10 year storm 10 minute intensity 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
' 100 year storm 10 minute intensity= 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
1
Slope of intensity duration curve = 0.5800
/2—
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 1.000 to Point /Station 2.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 1000.000(Ft.)
Top (of initial area) elevation = 53.030(Ft.)
Bottom (of initial area) elevation = 48.320(Ft.)
Difference in elevation = 4.710(Ft.)
Slope = 0.00471 s(percent)= 0.47
TC = k(0.300) *[(length"3) /(elevation change)]'0.2
Initial area time of concentration = 13.884 min.
Rainfall intensity = 3.739(In /Hr) for a 100.0 year storm
COMMERCIAL subarea type
Runoff Coefficient = 0.880
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.,000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Initial subarea.runoff = 4.411(CFS)
Total initial stream area = 1.340(Ac.)
Pervious area fraction = 0.100
r �3
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process.from Point /Station 2.000 to Point /Station 3.000
* * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * **
Top of street segment elevation = 48.320(Ft.)
End of street segment elevation = 45.030(Ft.)
Length of street segment = 877.000(Ft.)
Height of curb above gutter flowline = 8.0(In.)
Width of half street (curb to crown) = 36.000(Ft.)
Distance from crown to crossfall grade break = 18.000(Ft.)
Slope from gutter to grade break (v /hz) = 0.020
Slope from grade break to crown (v /hz) = 0.020
Street flow is on (1] side(s) of the street
Distance from curb to property line = 12.000(Ft.)
Slope from curb to property line (v /hz) = 0.020
Gutter width = 2.000(Ft.)
Gutter hike from flowline = 1.500(In.)
Manning's N in gutter = 0.0150
Manning's N from'gutter, to grade break = 0.0130
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 7.127(CFS)
Depth of flow = 0.442(Ft.), Average velocity = 2.175(Ft /s)
Streetflow hydraulics at midpoint of street travel:
Halfstreet flow width = 17.864(Ft.)
Flow velocity = 2.18(Ft /s)
Travel time = 6.72 min. TC = 20.60 min.
Adding area flow to street
COMMERCIAL subarea type
Runoff Coefficient = 0.877
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D =.0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Rainfall intensity = 2.974(In /Hr) for a 100.0 year storm
Subarea runoff = 4.302(CFS) for 1.650(Ac.)
Total runoff = 8.712(CFS) Total area = 2..990(Ac.)
Street flow at end of street = 8.712(CFS)
Half street flow at end of street = 8.712(CFS)
Depth of flow = 0.473(Ft.), Average velocity = 2.269(Ft/s)
Flow width (from curb towards crown)= 19.376(Ft.)
/4
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 3.000 to Point /Station 4.000
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
Upstream point /station elevation = 40.000(Ft.)
Downstream point /station elevation = 35.000(Ft.)
Pipe length = 110.03(Ft.) Manning's N = 0.009
No. of pipes = 1 Required pipe flow = 8.712(CFS)
Nearest computed pipe diameter = 12.00(In.)
Calculated individual pipe flow = 8.712(CFS)
Normal flow depth in pipe = 8.07(In.)
Flow top width inside pipe = 11.26(In.)
Critical depth could not be calculated.
Pipe flow velocity = 15.50(Ft /s)
Travel time through pipe = 0.12 min.
Time of concentration (TC) = 20.72 min.
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 3.000 to Point /Station 4.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 1
Stream flow area = 2.990(Ac.)
Runoff from this stream = 8.712(CFS)
Time of concentration 20.72 min.
Rainfall intensity = 2.964(In /Hr)
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 5.000 to Point /Station 4.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 520.000(Ft.)
Top (of initial area) elevation = 45.700(Ft.)
Bottom (of initial area) elevation = 39.000(Ft.)
Difference in elevation = 6.700(Ft.)
Slope = 0.01288 s(percent)= 1.29
TC = k(0.390) *[(length'3) /(elevation change)]'0.2
Initial area time of concentration = 11.362 min.
Rainfall intensity = 4.200(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.810
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.725(CFS)
Total initial stream area = 2.270(Ac.)
Pervious area fraction = 0.500
11
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 5.000 to Point /Station 4.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 2
Stream flow area = 2.270(Ac.)
Runoff from this stream = 7.725(CFS)
Time of concentration = 11.36 min.
Rainfall intensity = 4.200(In /Hr)
FA
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 6.000 to Point /Station 4.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 420.000(Ft.)
Top (of initial area) elevation = 42.300(Ft.)
Bottom (of initial area) elevation = 39.000(Ft.)
Difference in elevation = 3.300(Ft.)
Slope = 0.00786 s(percent)= 0.79
TC = k(0.390) *((length^3) /(elevation change)] "0.2
Initial area time of concentration = - 11.516 min.
Rainfall intensity = 4.168(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.810
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 4.791(CFS)
Total initial stream area = 1.420(Ac.)
Pervious area fraction = 0.500
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 6.000 to Point /Station 4.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 3
Stream flow area = 1.420(Ac.)
Runoff from this stream = 4.791(CFS)
Time of concentration = 11.52 min.
Rainfall intensity = 4.168(In /Hr)
Summary of stream data:
Stream Flow rate TC Rainfall Intensity
No. (CFS) (min) (In /Hr)
1 8.712 20.72 2.964
2 7.725 11.36 4.200
3 4.791 11.52 4.168
Largest stream flow has longer time of concentration
Qp = 8.712 + sum of
Qb Ia /Ib
7.725 * 0.706 = 5.452
Qb Ia /Ib
4.791 * 0.711 = 3.408
Qp = .17.572
Total of 3 streams to confluence:
Flow rates before confluence point:
8.712 7.725 4.791
Area of streams before confluence:
2.990 2.270 1.420
Results of confluence:
Total flow rate = 17.572(CFS)
Time of concentration = 20.722 min.
Effective stream area after confluence = 6.680(Ac.)
to
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 4.000 to Point /Station 7.000
2j
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
'
upstream point /station elevation = 35.000(Ft.)
Downstream point /station elevation = 33.980(Ft.)
Pipe length = 204.30(Ft.) Manning's N = 0.009
'No. of pipes = 1 Required pipe flow = 17.572(CFS)
'
Nearest computed pipe diameter 24.00(In.)
Calculated individual pipe flow = 17.572(CFS)
Normal flow depth in pipe = 15.66(In.)
'
Flow top width inside pipe = 22.86(In.)
Critical Depth = 18.13(In.)
Pipe flow velocity = 8.09(Ft /s)
Travel time through pipe = 0.42 min.
'
Time of concentration (TC) = 21.14 min.
End of computations, total study area = 6.68 (Ac.)
The following figures may
'
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.321
Area averaged RI index number = 56.0
1
-
2j
'Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681E.out
----------------------------------------------------'--------------------
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* * * *+* * * * * ** AREA E1,E2,E3 & E4 * * * * * * * * * * **
CITY OF LA QUINTA, CALIFORNIA
FILE: 31681E.OUT
------------------------------------------------------------------------
* * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
--------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
02
Standard
intensity- duration curves
data (Plate D -4.1)
'
For the
[ Cathedral City ] area used.
10 year
storm 10 minute intensity =
2.770(In /Hr)
10 year
storm 60 minute intensity =
0.980(In /Hr)
100 year
storm 10 minute intensity
= 4.520(In /Hr)
'
100 year
storm 60 minute intensity
= 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
02
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 3.000 to Point /Station 8.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 998.000(Ft.)
Top (of initial area) elevation = 45.030(Ft.)
Bottom (of initial area) elevation = 41.620(Ft.)
Difference in elevation = 3.410(Ft.)
Slope = 0.00342 s(percent)= 0.34
TC = k(0.300) *Hlength'3) /(elevation change)]^0.2
Initial area time of concentration = 14.793 min.
Rainfall intensity = 3.604(In /Hr) for a 100.0 year storm
COMMERCIAL subarea type
Runoff Coefficient = 0.880
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D,= 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Initial subarea runoff = 6.342(CFS)
Total initial stream area = 2.000(Ac.)
Pervious area fraction = 0.100
,�o0
++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.
Process from Point /Station 8.000 to Point /Station 9.000
* * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW.ADDITION * * **
Top of street segment elevation = 41.620(Ft.)
End of street segment elevation = 38.870(Ft.)
Length of street segment = 770.000(Ft.)
Height of curb above gutter flowline = 8.0(In.)
Width of half street (curb to crown) = 36.000(Ft.)
Distance from crown to crossfall grade break = 18.000(Ft.)
Slope from gutter to grade break (v /hz) _ .0.020
Slope from grade break to crown (v /hz) = 0.020
Street flow is on (1] side (s) of the street
Distance from curb to property line = 12.000(Ft.)
Slope from curb to property line (v /hz) = 0.020
Gutter width = 2.000(Ft.)
Gutter hike from flowline = 1.500(In.)
Manning's N in gutter = 0.0150
Manning's N from gutter to grade break = 0.0130
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 8.894(CFS)
Depth of flow = 0.480(Ft.), Average velocity = 2.235(Ft/s)
Streetflow hydraulics at midpoint of street travel:
Halfstreet flow width = 19.734(Ft.)
Flow velocity = 2.24(Ft /s)
Travel time = 5.74 min. TC = 20.53 min.
.Adding area flow to street
COMMERCIAL subarea type
Runoff Coefficient = 0.877
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Rainfall intensity = 2.980(In /Hr) for a 100.0 year storm
Subarea runoff = 4.206(CFS) for 1.610(Ac.)
Total runoff = 10.547(CFS) Total area = 3.610(Ac.
Street flow at end of street = 10.547(CFS)
Half street flow at end of street = 10.547(CFS)
Depth of flow = 0.508(Ft.), Average velocity = 2.317(Ft /s)
Flow width (from curb towards crown)= 21.134(Ft.)
:Z4
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 9.000 to Point /Station 10.000
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
Upstream point /station elevation = 33.870(Ft.)
Downstream point /station elevation = 28.980(Ft.)
Pipe length = 302.00(Ft.) Manning's N = 0.009
No. of pipes = 1 Required pipe flow = 10.547(CFS)
Nearest computed pipe diameter = 15.00(In.)
Calculated individual pipe flow = 10.547(CFS)
Normal flow depth in pipe = 11.00(In.)
Flow top width inside pipe = 13.26(In.)
Critical depth could not be calculated.
Pipe flow velocity = 10.93(Ft /s)
Travel time through pipe = 0.46 min.
Time of concentration (TC) = 20.99 min.
+++++++++++++±+++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 9.000 to Point /Station 10.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 1
Stream flow area = 3.610(Ac.)
Runoff from this stream 10.547(CFS)
Time of concentration = 20.99 min.
Rainfall intensity = 2.942(In /Hr)
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 11.000 to Point /Station 10.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 650.000(Ft.)
Top (of initial area) elevation 40.500(Ft.)
Bottom (of initial area) elevation = 35.660(Ft.)
Difference in elevation = 4.840(Ft.)
Slope = 0.00745 s(percent)= 0.74
TC = k(0.390) *[(length"3) /(elevation changeHA0.2
Initial area time of concentration = 13.863 min.
Rainfall intensity = 3.743(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.802
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = . 6.150(CFS)
Total initial stream area = 2.050(Ac.)
Pervious area fraction = 0.500
Z
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 11.000 to Point /Station 10.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 2
Stream flow area = 2.050(Ac.)
Runoff from this stream = 6.150(CFS)
Time of concentration = 13.86 min.
Rainfall intensity = 3.743(In /Hr)
L
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 12.000 to Point /Station 10.000
* * ** INITIAL AREA EVALUATION * * **
'
Initial area flow distance = 462.000(Ft.)
Top (of initial area) elevation = 38.600(Ft.)
Bottom (of initial area) elevation = 35.660(Ft.).
Difference in elevation = 2.940(Ft.)
'
Slope = 0.00636 s(percent)= 0.64
TC = k(0.390) *Hlength'3) /(elevation change)]"0.2
Initial area time of.concentration = 12.479 min.
Rainfall intensity = 3.978(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.806
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
'
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 5.997(CFS)
Total initial stream area = 1.870(Ac.)
Pervious area fraction = 0.500
6/
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 12.000 to Point /Station 10.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 3
Stream flow area = 1.870(Ac.)
Runoff from this stream = 5.997(CFS)
Time of concentration = 12.48 min.
Rainfall intensity = 3.978(In /Hr)
Summary of stream data:
Stream Flow rate TC Rainfall Intensity
No. (CFS) (min) (In /Hr)
1 10.547 20.99 2.942
2 6.150 13.86 3.743
3 5.997 12.48 3.978
Largest stream flow has longer time of concentration
Qp = 10.547 + sum of
Qb Ia /Ib
6.150 * 0.786 = 4.834
Qb Ia /Ib
5.997 * 0.740 = 4.435
Qp = 19.817
Total of 3 streams to confluence:
Flow rates before confluence point:
10.547 6.150 5.997
Area of streams before confluence:
3.610 2.050 1.870
Results of confluence:
Total flow rate = 19.817(CFS)
Time of concentration = 20.995 min.
Effective stream area after confluence = 7.530(Ac.)
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 10.000 to Point /Station 13.000
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
Upstream point /station elevation = 27.760(Ft.)
Downstream point /station elevation = 25.370(Ft.)
Pipe length = 225.00(Ft.) Manning's'N = 0.009
No. of pipes = 1 Required pipe flow = 19.817(CFS)
Nearest computed pipe diameter = 21.00(In.)
Calculated individual pipe flow = 19.817(CFS)
Normal flow depth in pipe = 14.74(In.)
Flow top width inside pipe = 19.21(In.)
Critical Depth = 19.13(In.)
Pipe flow velocity = 10.99(Ft /s)
Travel time through pipe = 0.34 min.
Time of concentration (TC) = 21.34 min.
End of computations, total study area = 7.53 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.308
Area averaged RI index number = 56.0
31
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681FG.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* * * * * * * * * * ** AREA G1,G2,F1 & F2 * * * * * * * * * * **
CITY OF LA QUINTA, CALIFORNIA
FILE: 31681FG.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
--------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 14.000 to Point /Station 15.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 455.000(Ft.)
Top (of initial area) elevation = 41.750(Ft.)
Bottom (of initial area) elevation = 35.060(Ft.)
Difference in elevation = 6.690(Ft.)
Slope = 0.01470 s(percent)= 1.47
TC = k(0.390) *[(length^3) /(elevation change)] ^0.2
Initial area time of concentration = 10.490 min.
Rainfall intensity = 4.399(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.813
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000.
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction 0.500
Initial subarea runoff = 1.897(CFS)
Total initial stream area = 0.530(Ac.)
Pervious area fraction = 0.500.
+++++++±+++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
'
Process from Point /Station 14.000 to Point /Station 15.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
'
Along Main Stream number: 1 in normal stream number 1
Stream flow area = 0.530(Ac.)
Runoff from this stream = 1.897(CFS)
Time of concentration = 10.49 min.
'
Rainfall intensity = 4.399(In /Hr)
1
++.++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 16.000 to Point /Station 15.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 795.000(Ft.)
Top (of initial area) elevation = 39.260(Ft.)
Bottom (of initial area) elevation = 35.060(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.00528 s(percent)= 0.53
TC = k(0.390) *[(length'3) /(elevation change)]'0.2
Initial area time of concentration = 16.093 min.
Rainfall intensity = .3.432(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.795
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 2.237(CFS)
Total initial stream area = 0.820(Ac.),
Pervious area fraction = 0.500
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 16.000 to Point /Station 15.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 2
Stream flow area = 0.820(Ac.)
Runoff from this stream = 2.237(CFS)
Time of concentration = 16.09 min.
Rainfall intensity = 3.432(In /Hr)
Summary of stream data:
Stream Flow rate TC Rainfall Intensity
No. (CFS) (min) (In /Hr)
1 1.897 10.49 4.399
2 2.237 16.09 3.432
Largest stream flow has longer time of concentration
Qp = 2.237 + sum of
Qb Ia /Ib
1.897 * 0.780 = 1.480
Qp = 3.717
Total of 2 streams to confluence:
Flow rates before confluence point:
1.897 2.237
Area of streams before confluence:
0.530 0.820
Results of confluence:
Total flow rate = 3.717(CFS)
Time of concentration = 16.093 min.
Effective stream area after confluence = 1.350(Ac.)
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 15.000 to Point /Station 17.000
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
Upstream point /station elevation = 32.820(Ft.)
Downstream point /station elevation = 28.910(Ft.)
Pipe length = 69.00(Ft.) Manning's N = 0.009
No. of pipes = 1 Required pipe flow = 3.717(CFS)
Nearest computed pipe diameter = 9.00(In.)
Calculated individual pipe flow = 3.717(CFS)
Normal flow depth in pipe = 5.30(In.)
Flow top width inside pipe = 8.86(In.)
Critical depth could not be calculated.
Pipe flow velocity = 13.72(Ft /s)
Travel time through pipe = 0.08 min.
Time of concentration (TC) = 16.18 min.
37
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 15.000 to Point /Station 17.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 1
Stream flow area = 1.350(Ac.)
Runoff from this stream = 3.717(CFS)
Time of concentration = 16.18 min.
Rainfall intensity = 3.422(In /Hr)
U�
++++*++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 18.000 to Point /Station 17.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance.= 783.000(Ft.)
Top (of initial area) elevation = 46.500(Ft.)
Bottom (of initial area) elevation = 35.420(Ft.)
Difference in elevation = 11.080(Ft.)
Slope = 0.01415 s(percent)= 1.42
TC = k (0.390) *[(.length "3) /(elevation change W0.2
Initial area time of concentration = 13.135 min.
Rainfall intensity = 3.862(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.804
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 5.216(CFS)
Total initial stream area = 1.680(Ac.)
Pervious area fraction = 0.500
1
' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 1 18.000 to Point /Station 17.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
'
Along Main Stream number: 1 in normal stream number 2
Stream flow area =
1.680(Ac.)
Runoff from this stream
= 5.216(CFS)
Time of concentration =
13.13 min.
'
Rainfall intensity =
3.862(In /Hr)
i
l
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 19.000 to Point /Station 17.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 603.000(Ft.)
Top (of initial area) elevation = 39.200(Ft.)
Bottom (of initial area) elevation = 35.420(Ft.)
Difference in elevation = 3.780(Ft.)
Slope = 0.00627 s(percent)= 0.63
TC = k (0.390) *((length^3) /(elevation change)] '0.2
Initial area time of concentration = 13.924 min.
Rainfall intensity = 3.733(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.801
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000'
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.419(CFS) .
Total initial stream area = 2.480(Ac.)
Pervious area fraction = 0.500
�1/
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 19.000 to Point /Station 17.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 3
Stream flow area = 2.480(Ac.)
Runoff from this stream = 7.419(CFS)
Time of concentration = 13.92 min.
Rainfall intensity = 3.733(In /Hr)
Summary of stream data:
Stream Flow rate TC Rainfall Intensity
No. (CFS) (min) (In /Hr)
1 3.717 16.18 3.422
2 5.216 .13.13 3.862
3 7.419 13.92 3.733
Largest stream flow has longer or shorter time of concentration
Qp = 7.419 + sum of
Qa Tb /Ta
3.717 * 0.861 = 3.199
Qb Ia /Ib
5.216 * 0.967 = 5.042
Qp = 15.661
Total of 3 streams to confluence:
Flow rates before confluence point:
3.717 5.216 7.419
Area of streams before confluence:
1.350 1.680 2.480
Results of confluence:
Total flow rate = 15.661(CFS)
Time of concentration = 13.924 min.
Effective stream area after confluence = 5.510(Ac.)
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 17.000 to Point /Station 20.000
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
Upstream point /station elevation = 28.770(Ft.)
Downstream point /station elevation = 22.090(Ft.)
Pipe length = 351.00(Ft.) Manning's N = 0.009
No. of pipes = 1 Required pipe flow = 15.661(CFS)
Nearest computed pipe diameter = 18.00(In.)
Calculated individual pipe flow = 15.661(CFS)
Normal flow depth in pipe = 11.61(In.)
Flow top width inside pipe = 17.22(In.)
Critical Depth = 17.02(In.)
Pipe flow velocity = 12.99(Ft /s)
Travel time through pipe = 0.45 min.
Time of concentration (TC) = 14.37 min.
End of computations, total study area = 5.51 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
22
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681H.out
-----_-------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* * * * * * * * * * ** AREA H1 & H2 * * * * * * * * * **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681H.OUT
Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
--------------------------------------------------- --------------------- 7
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
Standard
intensity- duration curves data (Plate D -4.1)
For the
[ Cathedral City ] area used.
10 year
storm 10 minute intensity -
2.770(In /Hr)
10 year
storm 60 minute intensity =
0.980(In /Hr)
100 year
storm 10 minute intensity =
'4.520(In /Hr)
100 year
storm 60 minute intensity =
1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 21.000 to Point /Station 22.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 456.000(Ft.)
Top (of initial area) elevation = 44.200(Ft.)
Bottom (of initial area) elevation = 40.790(Ft.)
Difference in elevation = 3.410(Ft.)
Slope = 0.00748 s(percent)= 0.75
TC = k(0.390) *((length^3) /(elevation change)]^0.2
Initial area time of concentration = 12.020 min.
Rainfall intensity = 4.065(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.808 .
Decimal fraction soil group A = O.D00
Decimal fraction soil group B = 1:000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 5.419(CFS)
Total initial stream area = 1.650(Ac.)
Pervious area fraction = 0.500
M
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 21.000 to Point /Station 22.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 1
Stream flow area = 1.650(Ac.)
Runoff from this stream = 5.419(CFS)
Time of concentration = 12.02 min.
Rainfall intensity = 4.065(In /Hr)
SRI
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 23.000 to Point /Station 22.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 650.000(Ft.)
Top (of initial area) elevation = 45.200(Ft.)
Bottom (of initial area) elevation = 40.790(Ft.)
Difference in elevation = 4.410(Ft.)
Slope = 0.00678 s(percent)= 0.68
TC = k(0.390) *[(length^3) /(elevation change)] ^0.2
Initial area time of concentration = 14.123 min.
Rainfall intensity = 3.702(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.801
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 9.280(CFS)
Total initial stream area = 3.130(Ac.)
Pervious area fraction = 0.500
I(
+++++++++++++++++++++++++++++++++++++++ + + + ++ + + + + + + + + ++ + + + + + + + + ++ + + + + ++
Process from Point /Station 23.000 to Point /Station 22.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 2
Stream flow area = 3.130(Ac.)
Runoff from this stream = 9.280(CFS)
Time of concentration = 14.12 min.
Rainfall intensity = 3.702(In /Hr)
Summary of stream data:
Stream Flow rate TC Rainfall Intensity
No. (CFS) (min) (In /Hr)
1 5.419 12.02 4.065
2 9.280 14.12 3.702
Largest stream flow has longer time of concentration
Qp = 9.280 + sum of
Qb Ia /Ib
5.419 * 0.911 = 4.935
Qp = 14.215
Total of 2 streams to confluence:
Flow rates before confluence point:
5.419 9.280
Area of streams before confluence:
1.650 3.130
Results of confluence:
Total flow rate = 14.215(CFS)
Time of concentration = 14.123 min.
Effective stream area after confluence = 4.780(Ac.)
Fx-
item
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 22.000 to Point /Station 24.000
* * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * **
Upstream point /station elevation = 34.130(Ft.)
Downstream point /station elevation = 33.230(Ft.)
Pipe length = 178.00(Ft.) Manning's N = 0.009
No. of pipes = 1 Required pipe flow = 14.215(CFS)
Nearest computed pipe diameter = 21.00(In.)
Calculated individual pipe flow = 14.215(CFS)
Normal flow depth in pipe = 15.19(In.)
Flow top width inside pipe = 18.79(In.)
Critical Depth = 16.80(In.)
Pipe flow velocity = 7.63(Ft /s)
Travel time through pipe = 0.39 min.
Time of concentration (TC) = 14.51 min.
End of computations, total study area = 4.78 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
.�Zl�
Riverside County Rational Hydrology Program
' CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681T.out
------------------------------------------------------------------------
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* * * * * * ** * * ** AREA T1 *• *rtrt *rttrrt,t **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681T.OUT
------------------------------------------------------------------------
* * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
-----------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------- - ---------------------------- - - - - --
' Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual -
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
' For the [ Cathedral City ) area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1, hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
.0
++++++......+++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 25.000 to Point /Station 26.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 240.000(Ft.)
Top (of initial area) elevation = 44.000(Ft.)
Bottom (of initial area) elevation = 27.300(Ft.)
Difference in elevation = 16.700(Ft.)
Slope = 0.06958 s(percent)= 6.96
TC = k(0.940) *[(length "3) /(e1 evation change)]'0.2
Initial area time of concentration = 14.345 min.
Rainfall intensity = 3.669(In /Hr) for a 100.0 year storm
UNDEVELOPED (good cover) subarea
Runoff Coefficient = 0.730
Decimal fraction soil group A— 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 61.00
Pervious area fraction = 1.000; Impervious fraction = 0.000
Initial subarea runoff = 2.465(CFS)
Total initial stream area = 0.920(Ac.)
Pervious area fraction = 1.000
End of computations, total study area = 0.92 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 1.000
Area averaged RI index number = 61.0
15-1
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681R.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA R1
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE• 31681R.OUT
------------------------------------------------------------------------
* * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture.Condition = 2
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
Standard
intensity- duration curves
data (Plate D -4.1)
'
For the
[ Cathedral City ] area used.
10 year
storm 10 minute intensity =
2.770(In /Hr)
10 year
storm 60 minute intensity =
0.980(In /Hr)
100 year
storm 10 minute intensity
= 4.520(In /Hr)
'
100 year
storm 60 minute intensity
= 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
��5
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 27.000 to Point /Station 28.000
* * ** INITIAL AREA EVALUATION * * **
'
Initial area flow distance = 290.000(Ft.)
Top (of initial area) elevation = . 64.000(Ft.)
Bottom (of initial area) elevation = 27.300(Ft.)
Difference in elevation = 36.700(Ft.)
Slope = 0.12655 s(percent)= 12.66
TC = k(0.940) *[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.729 min.
Rainfall intensity = 3.764(ln /Hr) for a 100.0 year storm
UNDEVELOPED (good cover) subarea
Runoff Coefficient = 0.734
'
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 61.00
'
Pervious area fraction = 1.000; Impervious fraction = 0.000
Initial subarea runoff = 3.010(CFS)
'
Total initial stream area = 1.090(Ac.)
Pervious area fraction = 1.000
End of computations, total study area = 1.09 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(AP) = 1.000
Area averaged RI index number = 61.0
��5
Riverside County Rational Hydrology Program
' CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681S.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA S1 * * * * * *rr *w **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681S.OUT
------------------------------------------------------------------------
' * * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
-------- ------- ---------- -------- ------ ---
------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
' Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
' 100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
� s�
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 29.000 to Point /Station 30.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 230.000(Ft.)
Top (of initial area) elevation =. 46.000(Ft.)
Bottom (of initial area) elevation= 26.200(Ft.)
Difference in elevation = 19.800(Ft.)
Slope = 0.08609 s(percent)= 8.61
TC = k(0.940) *[(length^3) /(elevation change))^0.2
Initial area time of concentration = 13.515 min.
Rainfall intensity = 3.798(In /Hr) for a 100.0 year storm
UNDEVELOPED (good cover) subarea
Runoff Coefficient = 0.735
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 61.00
Pervious area fraction = 1.000; Impervious fraction = 0.000
Initial subarea runoff = 1.870(CFS)
Total initial stream area = 0.670(Ac.)
Pervious area fraction = 1.000
End of computations, total study area = 0.67 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 1.000
Area averaged RI index number = 61.0
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681U.out
------------------------------------------------------------------------
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Ul
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681U.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on'
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(ln /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
F7
++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.
'
Process from.Point /Station 18.000 to Point /Station 31.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 790.000(Ft.)
'
Top (of initial area) elevation = 46.500(Ft.)
Bottom (of initial area) elevation = 39.910(Ft.)
'
Difference in elevation = 6.590(Ft.)
Slope = 0.00834 s(percent)= 0.83
TC = k(0.390) *[(length :3) /(elevation change)]'0.2
Initial area time of concentration = 14.651 min.
Rainfall intensity = 3.624(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.799
Decimal fraction soil group A = 0.000
'
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 13.236(CFS)
Total initial stream area = 4.570(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 4.57 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
F7
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681Q.out
--------------------------------------------------------- ---------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
*rr** * * * * * * ** AREA Ql
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681Q.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year.storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 32.000 to Point /Station 33.000
* * ** INITIAL AREA EVALUATION * * **
' Initial area flow distance = 470.000(Ft.)
Top (of initial area) elevation = 44.150(Ft.)
Bottom (of initial area) elevation = 36.900(Ft.)
Difference in elevation = 7.250(Ft.)
' Slope = 0.01543 s(percent)= 1.54
TC = k(0.390) *((length "3) /(elevation change)] "0.2
Initial area time of concentration = 10.526 min.
' Rainfall intensity = 4.391(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.813
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 6.178(CFS)
Total initial stream area = 1.730(Ac.)
t Pervious area fraction = 0.500
End of computations, total study area = 1.73 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
5�
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681O.out.
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Ol * * *+t ,ttraa+tttrt
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681O.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr).
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
M
ii
1
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 34.000 to Point /Station 35.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 450.000(Ft.)
Top (of initial area) elevation = 45.340(Ft.)
Bottom (of initial area) elevation = 34.600(Ft.) '
Difference in elevation = 10.740(Ft.)
Slope = 0.02387 s(percent)= 2.39
TC = k(0.300) *[(length "3) /(elevation change) ]A0.2
Initial area time of concentration = 7.292 min.
Rainfall intensity = 5.432(In /Hr) for a 100.0 year storm
COMMERCIAL subarea type
Runoff Coefficient = 0.885
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
.RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900'
Initial subarea runoff = 8.851(CFS)
Total initial stream area = 1.840(Ac.)
Pervious area fraction = 0.100
End of computations, total study area = 1.84 (AC.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 56.0
C/
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681P.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Pl
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681P.OUT
------=-----------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
-------7----------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = I.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
I
6?_
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 36.000 to Point /Station 37.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 330.000(Ft.)
Top (of initial area) elevation = 43.500(Ft.)
Bottom (of initial area) elevation = 38.000(Ft.)
Difference in elevation = 5.500(Ft.)
Slope = 0.01667 s(percent)= 1.67
TC = k(0.300) *[(length "3) /(elevation change)]^0.2
Initial area time of concentration = 6.921 min.
Rainfall intensity = 5.600(In /Hr) for a 100.0 year storm
COMMERCIAL subarea type
Runoff Coefficient = 0.886
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Initial subarea runoff = 3.968(CFS)
Total initial stream area = 0.800(Ac.)
Pervious area fraction = 0.100
End of computations, total study area = 0.80 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 56.0
'
Riverside County Rational Hydrology Program
CIVILCADD/CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681M.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Ml * * * * *rt ** raa*
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA '
FILE: 31681M.OUT
* * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
1
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
'
-------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
'
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
'
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
'
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 38.000 to Point /Station 39.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow'distance = 320.000(Ft.)
Top (of initial area) elevation = 46.800(Ft.)
Bottom (of initial area) elevation = 43.840(Ft.)
Difference in elevation = 2.960(Ft.)
Slope = 0.00925 s(percent)= 0.92
TC = k(0.390) *[(length "3) /(elevation change)1^0.2
Initial area time of concentration = 9.998 min.
Rainfall intensity = 4.524(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.815
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 3.467(CFS)
Total initial stream area = 0.940(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 0.94 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681L.out
-------------- ----------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* * * * *+r+r ** ** AREA Ll
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681L.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
' Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
.% i
Standard
intensity- duration curves
data (Plate D -4.1)
For the
( Cathedral City
) area used.
10 year
storm 10 minute
intensity
= 2.770(In /Hr)
10 year
storm 60 minute
intensity
= 0.980(In /Hr)
100 year
storm 10 minute
intensity
= 4.520(In /Hr)
100 year
storm 60 minute
intensity
= 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
.% i
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 40.000 to Point /Station 39.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 400.000(Ft.)
Top (of initial area) elevation = 48.300(Ft.)
Bottom (of initial area) elevation = 43.800(Ft.)
Difference in elevation = 4.500(Ft.)
Slope = 0.01125 s(percent)= 1.13
TC = k(0.390) *((length^3) /(elevation change)] ^0.2
Initial area time of concentration = 10.511 min.
Rainfall intensity = 4.394(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.813
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 3.860(CFS)
Total initial stream area = 1.080(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 1.08 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
� 67
1
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Stud y Date: 11/05/04 File:31681N.out
------------------ - - - --- ----------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Nl+++�* **,tart *,ttt
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681N.OUT
------------------------------------------------------------------------
' * * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
1 ------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
U;0�
For the
I Cathedral City
) area used.
'
10 year
storm 10 minute
intensity =
2.770(In /Hr)
10 year
storm 60 minute
intensity =
0.980(In /Hr)
'
100 year
100 year
storm 10 minute
storm 60 minute
intensity =
intensity =
4.520(In /Hr)
1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
U;0�
1
n
1
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 41.000 to Point /Station 39.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 533.000(Ft.)
Top (of initial area) elevation = 45.600(Ft.)
Bottom (of initial area) elevation = 42.400(Ft.)
Difference in elevation = 3.200(Ft.)
Slope = 0.00600 s(percent)= 0.60
TC = k(0.390) *[(length "3) /(elevation change)1^0.2
Initial area time of concentration = 13.368 min.
Rainfall intensity = 3.822(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.803
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC.2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 1.535(CFS)
Total initial stream area = 0.500(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 0.50 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
6�
' Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
' Rational Hydrology Study Date: 11/05/04 File:31681K.out
-
------------- ---------- ------ ------------- --------- -------------- - - -
- -=
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA K1
TD DESERT DEV, LA QUINTA, CALIFORNIA
FILE: 31681K.OUT
----------------------------------------------------------- -----------
' * * * * * * * ** Hydrology Study Control Information * * * * * * * * **
r
English (in -lb) Units used in input data file
--------------------------------------- - --------------------------------
Ludwig Engineering, San Bernardino, CA SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on r
Riverside County Flood Control & Water Conservation District
1978 hydrology manual ,
' Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
' For the [ Cathedral City ) area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
' 100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
7®
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 42.000 to Point /Station 41.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 400.000(Ft.)
Top (of initial area) elevation = 51.100(Ft.)
Bottom (of initial area) elevation = 45.600(Ft.)
Difference in elevation = 5.500(Ft.)
Slope = 0.01375 s(percent)= 1.38
TC = k(0.390) *[(length ^3) /(elevation change)) ^0.2
Initial area time of concentration = 10.098 min.
Rainfall intensity = 4.498(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.815
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 6.488(CFS)
Total initial stream area = 1.770(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 1.77 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
�r
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering - Software ,(c) - 1989 - =- 2001 -Version -64 --
Rational Hydrology Study Date: 11/05/04 File:31681J.out
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Jl * ** *aye ** *taw*
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681J.OUT
---------- ------------ ------ -------- ------------ -----------
-------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file.
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
' Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the ( Cathedral City ] area used.
10 year storm 10 minute intensity.= 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
' 100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
72-
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 44.000 to Point /Station 43.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 380.000(Ft.)
Top (of initial area) elevation = 53.000(Ft.)
Bottom (of initial area) elevation = 49.520(Ft.)
Difference in elevation = 3.480(Ft.)
Slope = 0.00916 s(percent)= 0.92
TC = k(0.390) *Hlength'3) /(elevation change)] ^0.2
Initial area time of concentration = 10.730 min.
Rainfall intensity = 4.342(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.813
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 4.904(CFS)
Total initial stream area = 1.390(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 1.39 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
`73
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681I.out
------------------------------------------------------------------------
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Il * * * * * * *rr * * **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681I.OUT
-------------------------------------------------------------------------
* * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
--------------------------------------------------------%---------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
' For the ( Cathedral City ) area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.9.80(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
74
iI
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 45.000 to Point /Station 46.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 650.000(Ft.)
Top (of initial area) elevation = 53.300(Ft.)
Bottom (of'initial area) elevation = 47.000(Ft.)
Difference in elevation = 6.300(Ft.)
Slope = 0.00969 s(percent)= 0.97
TC = k(0.390) *[(length ^3) /(elevation change)1"0.2
Initial area time of concentration = 13.151 min.
Rainfall intensity = 3.859(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.804
Decimal fraction soil group-A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.911(CFS)
Total initial stream area = 2.550(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 2.55 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681AA.out
------------------------------------------------------------------------
100 -YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
rt * * * *+t * * * * ** AREA AA * *rt * * ** ae * **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681AA.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
----------•------------------------------------------------7-------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute. intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
1
WA
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 47.000 to Point /Station 48.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 570.000(Ft.)
Top (of initial area) elevation = 53.270(Ft.)
Bottom (of initial area) elevation = 32.360(Ft.)
Difference in elevation = 20.910(Ft.)
Slope = 0.03668 s(percent)= 3.67
TC = k(0.940) *[(length "3) /(elevation change)]'0.2
Initial area time of concentration = 23.045 min.
Rainfall intensity = 2.787(In /Hr) for a 100.0 year storm
UNDEVELOPED (good cover) subarea
Runoff Coefficient = 0.689
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 61.00
Pervious area fraction = 1.000; Impervious fraction = 0.000
Initial subarea runoff = 2.843(CFS)
Total initial stream area = 1.480(Ac.)
Pervious area fraction = 1.000
End of computations, total study area = 1.48 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = ,1.000
Area averaged RI index number = 61.0
77
V
4
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681A.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Al * ** * * *tr•,t,t ***
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681A.OUT
------=-----------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the ( Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 49.000 to Point /Station 50.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 720.000(Ft.)
Top (of initial area) elevation = 54.400(Ft.)
Bottom (of initial area) elevation = 46.000(Ft.)
Difference in elevation = 8.400(Ft.)
Slope = 0.01167 s(percent)= 1.17
TC = k (0.390) *[(length "3) /(elevation change)] ^0.2
Initial area time of concentration = 13.201 min.
Rainfall intensity = 3.850(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.804
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.860(CFS)
Total initial stream area = 2.540(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 2.54 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
IRiverside County Rational Hydrology Program
' CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational'Hydrology Study Date: 11/05/04 File:31681B.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA B1, B2 & B3
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681B.OUT
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
' Storm event (year) = 100.00 Antecedent Moisture Condition = 2
' Standard intensity- duration curves data (Plate D -4.1) d
For the [ Cathedral City ] area use.
-
10 year storm 10 minute intensity 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
' 100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
' Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
20
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 51.000 to Point /Station 52.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 931.000(Ft.)
Top (of initial area) elevation = 49.000(Ft.)
Bottom (of initial area) elevation = 42.100(Ft.)
Difference in elevation = 6.900(Ft.)
Slope = 0.00741 s(percent)= 0.74
TC = k(0.390) *H length"3) /(elevation change)] "0.2
Initial area time of concentration = 16.020 min.
Rainfall intensity = 3.441(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.795
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.250(CFS)
Total initial stream area = 2.650(Ac.)
Pervious area fraction = 0.500
9l
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 52.000 to Point /Station 53.000
* * ** IRREGULAR CHANNEL FLOW TRAVEL TIME * * **
Estimated mean flow rate at midpoint of channel = 7.866(CFS)
Depth of flow = 0.368(Ft.), Average velocity = 2.128(Ft /s)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-------------------- --------------------------------------------
-
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.45
2 10.00 0.25
3 11.00 0.00
4 12.00 0.17
5 24.00 0.41
Manning's 'N' friction factor = 0.015
-----------------------------------------------------------------
Sub- Channel flow = 3.933(CFS)
' ' flow top width = 17.765(Ft.)
' ' velocity= 2.128(Ft /s)
' area = 1.848(Sq.Ft)
Froude number = 1.163
Information entered for subchannel number 2 :
Point number 'X' coordinate 'Y' coordinate
1 24.00 0.41
2 36.00 0.17
3 37.00 0.00
4 38.00 0.25
5 48.00 0.45
Manning's 'N' friction factor = 0.015
-----------------------------------------------------------------
Sub- Channel flow = 3.933(CFS)
' I flow top width = 17.765(Ft.)
' ' velocity= 2.128(Ft /s)
' ' area = 1.848(Sq.Ft)
' I Froude number = 1.163
Upstream point elevation = 42.100(Ft.)
Downstream point elevation = 40.500(Ft.)
Flow length = 169.000(Ft.)
Travel time = 1.32 min.
Time of concentration = 17.34 min.
Depth of flow = 0.368(Ft.)
Average velocity = 2.128(Ft /s)
Total irregular channel flow = 7.866(CFS)
Irregular channel normal depth above invert elev. = 0.368(Ft.)
Average velocity of channel(s) = 2.128(Ft /s)
Adding area flow to channel
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.791
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Rainfall intensity = 3.287(In /Hr) for a 100.0 year storm
Subarea runoff = 1.170(CFS) for 0.450(Ac.)
Total runoff = 8.420(CFS) Total area = 3.100(Ac.)
NMI-
t
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 52.000 to Point /Station 53.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
Along Main Stream number: 1 in normal stream number 1
Stream flow area = 3.100(Ac.)
Runoff from this stream = 8.420(CFS)
Time of concentration = 17.34 min.
Rainfall intensity = 3.287(In /Hr)
Eli
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++
Process from Point /Station 54.000 to Point /Station 53.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 527.000(Ft.)
Top (of initial area) elevation = 45.000(Ft.)
Bottom (of initial area) elevation = 40.500(Ft.)
Difference in elevation = 4.500(Ft.)
Slope = 0.00854 s(percent)= 0.85
TC = k(0.390) *Hlength^3) /(elevation change)] "0.2
Initial area time of concentration = 12.402 min.
Rainfall intensity = 3.992(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.806
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.308(CFS)
Total initial stream area = 2.270(Ac.)
Pervious area fraction = 0.500
0�
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 54.000 to Point /Station 53.000
* * ** CONFLUENCE OF MINOR STREAMS * * **
'
Along Main Stream number: 1 in normal stream number 2
Stream flow area— 2.270(Ac.)
Runoff from this stream = 7.308(CFS)
'
Time of concentration = 12.40 min.
Rainfall intensity = 3.992(In /Hr)
Summary of stream data:
Stream Flow rate TC Rainfall Intensity
'
No. (CFS) (min) (In /Hr)
'
1 8.420 17.34 3.287
2 7.308 12.40 3.992
Largest stream flow has longer time of concentration
Qp = 8.420 + sum of
Qb Ia /Ib
7.308 * 0.823 = 6.017
Qp = 14.437
Total of 2 streams to confluence:-
Flow rates before confluence point:
8.420 7.308
'
Area of streams before confluence:
3.100 2.270
Results of confluence:
Total flow rate = 14.437(CFS)
Time of concentration = 17.344 min.
Effective stream area after confluence = 5.370(Ac.)
End of computations, total study area = 5.37 (Ac.)
'
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681B4.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* **srw ** * * * ** AREA B4 *w * * * * * * * * *aa
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681B4.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
i
Standard intensity- duration curves data (Plate D -4.1)
' For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
' 100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
f7
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 55.000 to Point /Station 56.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 350.000(Ft.)
Top (of initial area) elevation = 52.100(Ft.)
Bottom (of initial area) elevation = 46.650(Ft.)
Difference in elevation = 5.450(Ft.)
Slope = 0.01557 s(percent)= 1.56
TC = k(0.390) *[(length^3) /(elevation change))^0.2
Initial area time of concentration = 9.337 min.
Rainfall intensity = 4.707(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.818
Decimal fraction soil group A = 0.000
'Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction 0.500
Initial subarea runoff = 4.004(CFS)
Total initial stream area = 1.040(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 1.04 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
e
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681B5.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* * * * * * * * *w** AREA B5 * * * * *trrt+r,rt► **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681B5.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
' For the [ Cathedral City') area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = •100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
I I e9
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 57.000 to Point /Station 58.000,
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 250.000(Ft.)
Top (of initial area) elevation = 46.400(Ft.)
Bottom (of initial area) elevation = 44.090(Ft.)
Difference in elevation = 2.310(Ft.)
Slope = 0.00924 s(percent)= 0.92
TC = k (0.390) *[(length'3) /(elevation change)]^0.2
Initial area time of concentration = 9.060 min.
Rainfall intensity = 4.790(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.819
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction.= 0.500; Impervious fraction = 0.500
Initial subarea runoff = 3.218(CFS)
Total initial stream area = 0.820(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 0.82 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681B6.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
,t ,r *+tom *wtrt+t* AREA B6
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681B6.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
---------------------------------------------------------------7--------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data,(Plate D -4.1)
' For the [ Cathedral City ) area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10,year storm 60 minute intensity = 0.980(In /Hr)
' 100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
u
11
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 59.000 to Point /Station 60.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 300.000(Ft.)
Top (of initial area) elevation = 44.100(Ft.)
Bottom (of initial area) elevation = 41.690(Ft.)
Difference in elevation = 2.410(Ft.)
Slope = 0.00803 s(percent)= 0.80
TC = k(0.390) *[(length "3) /(elevation change) ]A0.2
Initial area time of concentration = 10.022 min.
Rainfall intensity = 4.518(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.815
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 3.573(CFS)
Total initial stream area = 0.970(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 0.97 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681GG.out
------------------------=------------------------------7 ----------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
rrr * * * * * * ** AREA GG *r►stw+ra+rs * * **
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681GG.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
' �3
Standard
intensity- duration curves
data (Plate D 74.1)
For the
[ Cathedral City ] area used.
10 year storm 10 minute intensity
= 2.770(In /Hr)
10 year
storm 60 minute intensity
= 0.980(In /Hr)
100 year
storm 10 minute intensity
= 4.520(In /Hr)
'
100 year
storm 60 minute intensity
= 1.600(In /Hr)
Storm event year = 100.0
' Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
' �3
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 61.000 to Point /Station 62.000
* * ** INITIAL AREA EVALUATION * * **
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 56.0
IY
Initial area flow distance = 230.000(Ft.)
'
Top (of initial area) elevation = 53.760(Ft.)
Bottom (of initial area) elevation = 52.280(Ft.)
'
Difference in elevation = 1.480(Ft.)
Slope = 0.00643 s(percent)= 0.64
TC = k(0.300) *[(length'3) /(elevation change)] ^0.2
Initial area time of concentration = 7.246 min.
Rainfall intensity = 5.452(In /Hr) for a 100.0 year storm
COMMERCIAL subarea type
Runoff Coefficient = 0.885
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Initial subarea runoff = 2.414(CFS)
Total initial stream area = 0.500(Ac.)
'
Pervious area fraction = 0.100
End of computations, total study area = 0.50 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 56.0
IY
Riverside County Rational Hydrology Program
CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/06/04 File:31681HH.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
* ►,trr * * * * *ltrt AREA HH
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE :31681HH.OUT
------------------------------------------------------------------------
********* Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
------------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
I
11
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 61.000 to Point /Station 63.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 990.000(Ft.)
Top (of initial area) elevation = 53.760(Ft.)
Bottom (of initial area) elevation = 47.500(Ft.)
Difference in elevation = 6.260(Ft.)
Slope = 0.00632 s(percent)= 0.63
TC = k(0.300) *((length "3) /(elevation change)] ^0.2
Initial area time of concentration = 13.037 min.
Rainfall intensity = 3.878(In /Hr) for a 100.0 year storm
COMMERCIAL subarea type
Runoff Coefficient = 0.881
Decimal fraction soil group A = 0.000.
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Initial subarea runoff = 6.0.81(CFS)
Total initial stream area = 1.780(Ac.)
Pervious area fraction = 0.100
96
1
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 63.000 to Point /Station 64.000
* * ** IRREGULAR CHANNEL FLOW TRAVEL TIME * * **
Estimated mean flow rate at midpoint of channel = 12.350(CFS)
Depth of flow = 0.555(Ft.), Average velocity = 2.521(Ft /s)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------7-----------------------
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 1.30
2 0.00 0.80
3 32.00 0.16
4 34.00 0.00
5 34.17 0.67
6 46.00 0.91
Manning's 'N' friction factor = 0.015
Sub - Channel flow = 12.350(CFS)
' ' flow top width = 21.909(Ft.)
' I velocity= 2.521(Ft /s)
' I area = 4.898(Sq.Ft)
' ' Froude number = 0.940
Upstream point elevation = 47.500(Ft.)
Downstream point elevation = 42.400(Ft.)
Flow length = 1040.000(Ft.)
Travel time = 6.87 min.
Time of concentration = 19.91 min.
Depth of flow = 0.555(Ft.)
Average velocity = 2.521(Ft /s)
Total irregular channel flow = 12.350(CFS)
Irregular channel normal depth above invert elev. = 0.555(Ft.)
Average velocity of channel(s) = 2.521(Ft /s)
Adding area flow to channel
COMMERCIAL subarea type
Runoff Coefficient = 0.877
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.100; Impervious fraction = 0.900
Rainfall intensity = 3.034(In /Hr) for a 100.0 year storm
Subarea runoff = 9.763(CFS) for 3.670(Ac.)
Total runoff = 15.844(CFS) Total area = 5.450(Ac.)
End of computations, total study area = 5.45 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 56.0
7
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
U11
' SP
11
Riverside County Rational Hydrology Program
CIVILCADD. /CIVILDESIGN Engineering Software,(c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 11/05/04 File:31681D.out
------------------------------------------------------------------------
100-YR STORM ANALYSIS CORAL MOUNTAIN AT ANDALUSIA
AREA Dl * * * * * * * * *,►e+t
TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681D.OUT
------------------------------------------------------------------------
* * * * * * * ** Hydrology Study Control Information * * * * * * * * **
English (in -lb) Units used in input data file
--------------------------------------------------------- -----------
Ludwig Engineering, San Bernardino, CA - SIN 585
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
'
Storm event (year) = 100.00 Antecedent Moisture Condition = 2
Standard intensity- duration curves data (Plate D -4.1)
-
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In /Hr)
10 year storm 60 minute intensity = 0.980(In /Hr)
100 year storm 10 minute intensity = 4.520(In /Hr)
'
100 year storm 60 minute intensity = 1.600(In /Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In /Hr)
Slope of intensity duration curve = 0.5800
U11
' SP
11
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Process from Point /Station 65.000 to Point /Station 66.000
* * ** INITIAL AREA EVALUATION * * **
Initial area flow distance = 550.000(Ft.)
Top (of initial area) elevation = 42.300(Ft.)
Bottom (of initial area) elevation = 38.000(Ft.)
Difference in elevation = 4.300(Ft.)
Slope = 0.00782 s(percent)= 0.78
TC = k(0.390) *[(length'3) /(elevation change)J^0.2
Initial area time of concentration = 12.841 min.
Rainfall intensity = 3.913(In /Hr) for a 100.0 year storm
SINGLE FAMILY (1/4 Acre Lot)
Runoff Coefficient = 0.805
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 1.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 56.00
Pervious area fraction = 0.500; Impervious fraction = 0.500
Initial subarea runoff = 7.685(CFS)
Total initial stream area = 2.440(Ac.)
Pervious area fraction = 0.500
End of computations, total study area = 2.44 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.500
Area averaged RI index number = 56.0
Iff
IV-11 !!
' IIdSTRUCTIONS FOR UST, OF FIUURE 1073.01 (a) A-M (b) _
i�
"CAPACITY OF CURB OPENING RUTS ON C014fINUOUS aw. E"
sm:re 1073.01 applies' onl ' to curb p _
y A. side opening inlets on continuous grasps_,'
WThe capacity of the inlet de:)encs upon the length of opening and the'-depth of j!
ow at the opening. This depth in turn depends upon the amount of de i!
ie flog line at the inlet and t pression of,
he cross slope, longitudinal slope, and the rough -'
ss of the gutter. IT
To use the figure the following information must be k:ovn. -
1. Length (L) and height of inlet. -
2. Depth (a) of flow line depression, if anys at the inlet.-'
3. Design discharge (Qa) in the gutter or information. as to drainage area
rainfall intensity; and runoff coefficients from ..hica a design discharge' • j
' can be esti sated.• Any carryover from a previous inlet' must be included. _
4. Denth of flow in normal nutter for the )articular longitudinal and cross -
slopes at the inlet in question. This say be determined from one of the
' following figures: 107206, or 1072.08.
L. Enter fig. 73..01 (a) with depth of flow, y; and gutter depression at the'
inlet, a, and determine Q /L , the interception per foot of inlet opening..
if the inlet ':ere intercepting 1001' of the gutter fl=. _ '_ - . • .J
- 1:-,,.
- - - _
'.. Deter: m_ne length of inlet La required to intercept 10&" of the u`'
Z =total tier floes a meter ilo• -T.' ^ !
a Qa divided by the factor-
Co =ute ratio LA where L e actual length of inlet in question..
' . Later fig. 1073.01 (b) with 'L.
'La and a/y and determine ratio the pro-
portion of the total gutter flow intercepted by the inlet in question..,
t
Flow intercepted, Q9. is this ratio * - ` av -
Q/Qa tines rthe � total gutter floQa..
Flow carried over to next inlet is Qa - Q.
: _ jf
r
r
r
= t
GENERAL CRITF RTA _ INL 7S
- -, - CURB OPENING TYPE
Mg
_ .: ': -rte•:' � ::: r
The capacity of a curb opening inlet on a continuous grade varies directly with:
a.- Depth of water at the inlet ' entrance
b. • Length of .clear ea
gt 1 r opening -
. _ :.• _ :. .- - - ._ :• _•_ ••_.�: Vii• •} =i• •
The depth of water at the inlet ' entr a nc e_ for a given discharge va ries -
Directly = ° _ ' _ " -=. ` � `,''�••-' `
with:
a. Cross slope of the pavement at the curb
b. ;Amount -of warping or depression of the gutter flow line at the inlet
c. Roughness of the ^fla•,r line"
Inv
ersel- ,with:.
. •-._ - .. .. .:; •• - _ _ - % = :t art: '�':
a. Longitudinal slope of the gutter - :_ _ __ - _ - <_ =•
The capacity of a curb opening inlet' when intercept► ng 100 ' percent' of the flog in
the gutter is give by the formla: _ -:% ` �y
n u
approach'
tter rr.• `_ . �.�;. - -_ - •= -_- ;- �;_ -� =;•.r .•; - -s•�...; ,
Where y = Depth of flow in P �. 4: �_. ^: _,- �__ •- ° �;;c:• �;
:•:+':;�
a =Depth of depression of F. L. at inlet
L = Len=th of clear ope.*ii ng _ _ ' ' �. ' _ -
The capacity, of a curb opening inlet is increased . some-what -by allowing -part- -pf« -z �.
flow to* go by ' not as much as with a grate inlet:..
The capacity of a ' curb" opening inlet in a sump or low point varies directly•with �.
'tea
the length of the inlet and the depth of water at the entrance . _The-inlet tivill =_
operate as ,a weir until the water submerges the entrance.• Then the:de_pth of water s-
is about twice 'the height of . the• entrance or more,: -_ it ;trill -overate as an. orifice: ==
Between these • tw6 depths it*_ will: operate ' somewhere being en.• the two:_' The' - capacity _ :Y,; � j
may be competed iraphically by;use of fig. 1043.' Using'the length of_ •clear opening ?t
01 ;:Atli
as "b" and the height of opening as "an
- 107®9
DEPTH QF FLOW -y ° FEET ' . '
.01 02 03 .04 AS Ao ..08 .10 2 3 4
,
LI
:1a) DISCHARGE ER FOOT OF
PE
t
--
��•f
. .
LENGTH OF CURE OPENING - --
t INLETS WHEN �INTERGEPT_ING
I
- --FIOO % OF GUTTER FLOW
IT
PrA AS
WE-
t
� ��
51
I I I I' I
�• I I
1
1
I
1
I
1
I
I,! G`l� i
1
I •1'�I
1
' 1
I
!1
fl
—
_77
LI
All
1-0 � 1
.6
to
.05
.04 %% 1
.0i
Y/ 1'• y�L yY
PARTIAL INTER -
CEPTION RATIO
FOR INLETS OF.•, =;_
-. LENGTH LESS :II
THAN L�
OS .06 .08 .10 .2 .3 .4 .5 .6 .8 .1.0 "=
BUREAU of PUBLIC ROADS CAPACITY OF CURB OPENING INLETS f �
DIVISION TWO WASH., D. C.' ON CONTINUOUS GRADE
PrA AS
WE-
OS .06 .08 .10 .2 .3 .4 .5 .6 .8 .1.0 "=
BUREAU of PUBLIC ROADS CAPACITY OF CURB OPENING INLETS f �
DIVISION TWO WASH., D. C.' ON CONTINUOUS GRADE
INSTRUCTIon FaR UsE CF FIG.- 1073.03 -
_ _ CAPACITY OF CURB OPENING INLETS IN A LOW POINT OR Sump.-*-...
. q.
-
'This n 'r
mD ..Jr.1• 1 .:. .
Dh _
g - is based on -the folloti�ang conditions: - •,�: - _ - :�:i: =- :- •�:...�•-:
• - (1) • The cu o .e - -. - --•.. - - - -•- ' - - •- .'..:._: ;. :i � :.:� mss:: Y�_�= J .r< s5',
rb p ping inlet . (no grate) is located at a-low point in they gradee`yr -`
()2 All •". " -. - .:_'_:._ -. ._ ...: _ - _ . - •..... .,....- -. -:: - :._= _= "�:.���
flow coming to the inlet' 'must 1 enter - - =
t 'eventua y the -inlet .and
Will pond = �`
until sufficient head is built up so the outflow through -the inlet frill • equal
the peak inflow from the gutters..
-• Enter. the-- _:.. -. ..::• , ` -.. _.' :. - .� .• : ._: .:....;•.�::c •-= ..:',...A�.:�: �.::: =; ,.�._�
nomograph with any two of the three va _h9 C/L, H /h,' and read -th
third. loss, e M ;
'Where h = Total height of opening in feet
L - Total length 'of opening _ - _ '=
H p gin feet* `�.:- "�:: _. fi ►;
= Depth of water at the entrance feet'.
in
Total peak off
rate low to the inlet in cf
• _ s
No rm-q 11Y. @9 L9 and h will be known, and the nomograph can be used to deternri ne' the�Y
depth of water H at the inlets The spread of the grater on the a '�'`
upon- the cross sl ' ' of the av _ _ 'street will d_perid J
oPe p ement: -_
. - The h3 ►draulic basis of the nomograph is as follows:
(1) For heads (depths of water) up to height
th° of the opening-
:3
(H <1)9 the inlet is assumed to act as a w -' °�
h sir with the flow passing- throw �=
gh
_crit ical den Jh _ - - ►:�i -�
., at the entrance and following the foraula - -
Q 3.087 LH3��
'
r_ i..... o .:• rte-% :.:r?'.�
••7r- _ _: _.:.•._ ..: ... <.: - " ' ' • ••.. ice'' : -,� .'� iir - s L �: ��_r�j.,+�.�•i�?
_ - (2) For heads equal` to or greater than t:sice the height'- ht' ope H\ � y
-. / T•-
g °f ping (fi I2�''= � _a
the_ inlet "is• assumed to act as an orifice following the formula • . - - •;r -•��_$
- 3/2 H-1)2/2
64-
rearrangement of •t standard -
with C - _ he_ orifice forraula� �;
- 0 :7 and H� equal to -the head on the middle of the.'inlet' opening yK47�
(H _
(3) For heads wit' h H.- /h between 1 and 2,'a transition eras •ter
iJ -�1 r1
rim. Y::�_•li M'
used as the" operation'.
of the inlet is indefinite° = - _
_ _ :� = -•
I
IV
_ Sample Computation Table •732.12
- - For Determining Amount of Gutter Flow Intercepted:
By Curb Opening Inlets
a"1' %•.r;. .._ _ - _ r,.'t" _ - _ ._ _ _ :'ice � �i'* �'b'-`i;,_.y, J'•
Inlet Total Depth Depres- Flow. ca rry— :'
No. gutter of.- sion of Length Qa La.' ' �- . inter_ L 'a
flow f1vRr flow line of L r--_ ccepted;�. :_4c Gz
- = at inlet Inlet a- a
ft, fl ft ft cfs —cfs. 4•`:
_ .
(1) . As assigned _ - - �: -}
(2) As -- determined i n col 11, Co utation Table, p. IV -2 {`' =
_ - (3) • ps determi aed in col . 14, , computatioa Table_ N 2
p�
•,•�'= •�` MJ't
-(k) Given.:.* - _ ' - _ ':' • = --aQ
(� Given ° • : ::. : -: -..: :•: _ :. _ :::V !r s
(6) From fig. 1073.0: (a)
(7) _ Colo (2) — Col.
(a) _ - _.. - ...�
• col. (5)... col. (7) • - ,_•: ' :�_;!.�;��:..s�•3 ;
(9) Co'_. (41:'1:` Col.'-- (3) - - - :- , {:� Li �' �•— -��. �d-��' t`.�`�
F?" (10) From afig.'- 1073.01 (b) ' ., =_' yc►i` ' �� _ ` ' "'; '
.: • , • : Via.- rya::!'•'.�^�•, • •T• a J1..�„':a
(12). •rte C ol_ . (2:) 1' : •-(. c . r � _:��r_.,s „+y'�`•:,i � �c. ?:�� + •°- ��' � •;� .yc II am
! -+r•
r. +” -. � {1i � c -. i'y _ rtsr•r1 •- �1� _C J s.
.e � _ •.... -iy.f' _.- � -�: ..- 'a• ° - - • .. - � - :f. :.,,.r• • -�', ter•' •� �- �s' -.� t �•� -�H:
- - + ;:: i' - :i�•J Z
• .r .l _ -- � � _ - -.. _ ' - - -rte -_ -- �� - a._ - :''. :'-'�i�1.
L
31VO
31VO
30
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AS O3NO3HO
AS O31VlnOlVO
-'ON 133HS
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£510-688-606 tte3 LTZ81,88-606 '4d
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ESTO-688-606 xe3 LIZO-b£O-606 '4d
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'3S PJ141 '3 60T
Zadiair Cagimmi asg
109 E. Third St.
San Bernardino, CA 92410
Ph. 909 - 884 -8217 Fax 909 -389 -0153
JOB
SHEET NO. OF_
CALCULATED BY DATE
CHECKED BY DATE
scni
.Cu (6wyimeee&fir
109 E. Third St.
San Bernardino, CA 92410
Ph. 909 - 884 -8217 Fax 909 - 889 -0153
JOB
SHEET NO. OF_
CALCULATED BY DATE
CHECKED BY DATE
crei r
t i
t
:
' '� � '�� `f %�yi -std ay � ' �:� � ,, ,a'� /� � �, •�_.-'— ,/ �
/i
a •�'w
r�3^ '.�' F% �'i�lV`: Ff• Vii' / C.'
��P -,t �J
r
9
j.
.. .. ....
t
`
s
WSPGW TRACT NO. 31681 -1
&&A CORPORATION .
CIVIL ENGINEERING :SURVEnNG:PLANNING:ARCHITECTURE
109 East 3rd Street Tel: (909) 884 -8217
San Bemardno. CA 92410 Far: (909) 889 -0153
T1
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "A" STA 14+56.27
CARBONERAS
0
T2
TD DESERT DEVELOPMENT, CITY
OF LA QUINTA,
CALIFORNIA
T3
FILE: PHASEILINEA.OUT
SO
983.000 415.000 1
420.000
R'
'1030.000 419.850 1
.009
.000
.000
0
R
1087.870 434.230 1
.009
.000
.000
0
R
1266.350 435.130 1
.009
.000
.000
0
JX
1268.350 435.140 3 2
.013
7.600
436.640
90.0
..000
R
1300.350 435.3.10 3
.009
.000
.000
0
SH
1300.350 435.310 3
435.310
CD
1 4 1 - .000 1.500
.000 .000
.000 .00
CD
2 4 1 .000 1.500
.000 .000
.000 .00
CD
3 4 1 .000 1.500
.000 .000
.000 .00
Q
7.600 .0
f
FILE: LINE_H_31681.WSW
W S P G W - EDIT LISTING - Version 14.06
Date:
6 -30 -2004
Time: 2:
3:45
WATER SURFACE PROFILE - CHANNEL DEFINITION
LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2)
Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD
1
4
1
1.500
CD
2
4
1
1.500
CD
3
4
1
1.500
W S P G W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING
LINE
NO
1
IS
-
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "H"
HEADING
LINE
NO
2
IS
-
TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
HEADING
LINE
NO
3
IS
-
.FILE: LINE_H_31681.OUT
W S P G W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET * +
U/S DATA
STATION INVERT SECT
W
S ELEV
983.000 415.000 1
420.000
ELEMENT
NO
2
IS_A
REACH
+ + +
U/S DATA
STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1030.000 419.850 1 .009
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
+ * +
U/S DATA
STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1087.870 434.230 1 .009
.000
.000
.000
0
ELEMENT
NO
4
IS
A
REACH
+ • +
U/S DATA
STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1266.350 435.130 1 .009
.000
.000
.000
0
ELEMENT
NO
5
IS
A
JUNCTION
+ + + • +
+
•
U/S DATA
STATION INVERT SECT LAT -1 LAT -2 N Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1268.350 435.140 3 2 0 .013 7.600
.000
436.640
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
6
IS
A
REACH
+ * +
U/S DATA
STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1300.350 435.310 3 .009
.000
.000
.000
0
ELEMENT
NO
7
IS
A
SYSTEM HEADWORKS * +
U/S DATA
STATION INVERT SECT
W
S ELEV
1300.350 435.310 3
435.310
`°
FILE: LINE_H_31681.WSW
W S
P G W- CIVILDESIGN Version
14.06
PAGE 1
Program Package Serial Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:
2: 3:51
WATER SURFACE
PRESSURE GRADIENT ANALYSIS LINE "A" STA. 1456.27 CARBONERAS
TD
DESERT
DEVELOPMENT, CITY OF LA
QUINTA,
CALIFORNIA
FILE: 31681LINEA.OUT
Invert
Depth
Water
Q
Vel Vel I
Energy I
Super ICriticallFlow
ToplHeight /lBase
Wtj
INo Wth
Station I
Elev
(FT)
Elev
(CFS)
(FPS) Head I
Grd.El.I
Elev I
Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem ICh Slope
I
I
SF Avel
HF ISE DpthIFroude
NINOrm
Dp.I
"N" I
X -Fall
ZR
IType Ch .
983.000
415.000
.550
415.550
15.20
25.87 10.39
425.94
.00
1.41
1.45
1.500
.000
.00
1 .0
14.409
.1032
.1241
1.79
.55
7.15
.58
.009
.00
.00
PIPE
997.409
416.487
.544
417.031
15.20
26.24 10.69
427.72
.00
1.41
1.44
1.500
.000
.00
1 .0
32.591
.1032
.1354
4.41
.54
7.30
.58
.009
.00
.00
PIPE
1030.000
419.850
.526
420.376
15.20
27.52 11.76
432.14
.00
1.41
1.43
1.500
.000
.00
1 .0
8.590
.2485
.1365
1.17
.53
7.81
.46
.009
.00
.00
PIPE
1038.590
421.985
.542
422.527
15.20
26.40 10.82
433.35
.00
1.41
1.44
1.500
.000
.00
1 .0
7.551
.2485
.1207
.91
.54
7.36
.46
.009
.00
.00
PIPE
1046.142
423.861
.561
424.422
15.20
25.17 9.84
434.26
.00
1.41
1.45
1.500
.000
.00
1 .0
6.129
.2485
.1058
.65
.56
6.88
.46
.009
.00
.00
PIPE
1052.271
425.384
.581
425.965
15.20
24.00 8.94
434.91
.00
1.41
1.46
1.500
.000
.00
1 .0
5.088
.2485
.0928
.47
.58
6.42
.46
.009
.00
.00
PIPE
1057.359
426.648
.602
427.250
15.20
22.88 8.13
435.38
.00
1.41
1.47
1.500
.000
.00
1 .0
4.294
.2485
.0815
.35
.60
6.00
.46
.009
.00
.00
PIPE
1061.653
427.715
.624
428.339
15.20
21.82 7.39
435.73
.00
1.41
1.48
1.500
.000
.00
1 .0
3.668
.2485
.0715
.26
.62
5.60
.46
.009
.00
.00
PIPE
1065.320
428.627
.647
429.274
15.20
20.80 6.72
435.99
.00
1.41
1.49
1.500
.000
.00
1 .0
3.161
.2485
.0629
.20
.65
5.23
.46
.009
.00
.00
PIPE
�D
M M M I M I M M M M ==I''===== M IMI MIM
FILE: LINE_H_31681.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 2
Program Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:
2: 3:51
WATER SURFACE
PRESSURE GRADIENT ANALYSIS LINE "A" STA. 1456.27 CARBONERAS
TD
DESERT DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE: 31681LINEA.OUT
Invert
Depth
Water
Q
Vel
Vel I
Energy ,I
Super
ICriticalIFlow
ToplHeight
/lBase
WtI
INo Wth
Station I
Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
jPrs /Pip
L /Elem ICh Slope I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
1068.482
429.412
.671
430.083
15.20
19.83
6.11
436.19
.00
1.41
1.49
1.500
.000
.00
1 .0
2.745
.2485
.0553
.15
.67
4.88
.46
.009
.00
.00
PIPE
1071.226
430.094
.696
430.790
15.20
18.91
5.55
436.34
.00
1.41
1.50
1.500
.000
.00
1 .0
2.395
.2485
.0486
.12
.70
4.55
.46
.009
:00
.00
PIPE
1073.622
430.690
.722
431.412
15.20
18.03
5.05
436.46
.00
1.41
1.50
1.500
.000
.00
1 .0
2.095
.2485
.0428
.09
.72
4.24
.46
.009
.00
.00
PIPE
1075.717
431.210
.750
431.960
15.20
17.19
4.59
436.55
.00
1.41
1.50
1.500
.000
.00
1 .0
1.842
.2485
.0377
.07
.75
3.95
.46
.009
.00
.00
PIPE
1077.558
431.668
.779
432.447
15.20
16.39
4.17
436.62
.00
1.41
1.50
1.500
.000
.00
1 .0
1.623
.2485
.0332
.05
.78
3.67
.46
.009
.00
.00
PIPE
1079.181
432.071
.809
432.880
15.20
15.63
3.79
436.67
.00
1.41
1.50
1.500
.000
.00
1 .0
1.427
.2485
.0293
.04
.81
3.42
.46
.009
.00
.00
PIPE
1080.608
432.425
.841
433.267
15.20
14.90
3.45
436.71
.00
1.41
1.49
1.500
.000
.00
1 .0
1.260
.2485
.0259
.03
.84
3.17
.46
.009
.00
.00
PIPE
1081.868
432.739
.874
433.613
15.20
14.21
3.13
436.75
.00
1.41
1.48
1.500
.000
.00
1 .0
1.104
.2485
.0229
.03
.87
2.94
.46
.009
.00
.00
PIPE
1082.971
433.013
.910
433.923
15.20
13.55
2.85
436.77
.00
1.41
1.47
1.500
.000
.00
1 .0
.973
.2485
.0203
.02
.91
2.73
.46
.009
.00
.00
PIPE
FILE: LINE_H_31681.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 3
Program Package
Serial Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:
2: 3:51
WATER SURFACE
PRESSURE
GRADIENT ANALYSIS LINE "A" STA. 14 +56.27 CAR13ONERAS.
TD
DESERT DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE: 31681LINEA.OUT
Invert
Depth I
Water I
Q (
Vel Vel I
Energy I
Super
ICriticallFlow
ToplHeight
/IBase
WtI
INO Wth
Station I
Elev. I
(FT)
Elev I
(CFS) I
(FPS) Head I
Grd.E1.I
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip .
L /Elem ICh Slope I
I
SF Avel
HF SSE DpthlFroude
NINorm
Dp
I "N" I
X -Fa111
ZR
IType Ch
1083.944
433.254
.947
434.202
15.20
12.92 2.59
436.79
.00
1.41
1.45
1.500
.000
.00
1 .0
.848
.2485
.0180
.02
.95
2.52
.46
.009
.00
.00
PIPE
1084.792
433.465
.987
434.452
15.20
12.32 2.36
436.81
.00
1.41
1.42
1.500
.000
.00
1 .0
.736
.2485
.0160
O1
.99
2.33
.46
.009
.00
.00
PIPE
I
1085.528
1
433.648
I
1.030
I
434.678
I
15.20
I
11.74 2.14
1
436.82
.00
I I
1.41
1.39
I I
1.500
I
.000
.00
I
1 .0
.635
.2485
.0142
.01
1.03
2.15
.46
.009
.00
.00
PIPE
1086.163
433.806
1.076
434.882
15.20
11.20 1.95
436.83
.00
1.41
1.35
1.500
.000
.00
1 .0
.538
.2485
.0127
.01
1.08
1.97
.46
.009
.00
.00
PIPE
1086.701
433.940
.1.126
435.066
15.20
10.67 1.77
436.84
.00
1.41
1.30
1.500
.000
.00
1 .0
.447
.2485
.0114
.01
1.13
1.80
.46
.009
.00
.00
PIPE
1087.148
434.051
1.181
435.232
15.20
10.18 1.61
436.84
.00
1.41
1.23
1.500
.000
.00
1 .0
.354
.2485
.0103
.00
1.18
1.63
.46
.009
.00
.00
PIPE
1087.501
434.138
1.243
435.382
15.20
9.70 1.46
436.84
.00
1.41
1.13
1.500
.000
.00
1 .0
.255
.2485
.0094
.00
1.24
1.45
.46
.009
.00
.00
PIPE
I
1087.756
I
434.202
I
1.315
I
435.517
I
.15.20
I
9.25 1.33
I
436.85
.00
I I
1.41
.99
I I
1.500
I
.000
.00
I
1 .0
.114
.2485
.0089
.00
1.32
1.26
.46
.009
.00
.00
PIPE
1087.870
434.230
1.410
435.640
15.20
8.82 1.21
436.85
.00
1.41
.71
1.500
.000
.00
1 .0
7.961
.0050
.0090
.07
1.41
1.00
1.50
.009
.00
.00
PIPE
FILE: LINE_H_31681.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 6 -30 -2004 Time: 2: 3:51
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "A" STA. 14+56.27 CARBONERAS
TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
FILE: 31681LINEA.OUT
invert Depth Water Q Vel Vel I Energy I Super ICriticaliFlow ToplHeight /lBase WtI ENO Wth
Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL jPrs /Pip
L /Elem ICh Slope I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch
1095.831 434.270 1.500 435.770 15.20 8.60 1.15 436.92 .00 1.41 .00 1.500 .000 .00 1 .0
170.519 .0050 .0097 1.65 1.50 .00 1.50 .009 .00 .00 PIPE
1266.350 435.130 2.351 437.481 15.20 8.60 1.15 438.63 .00 1.41 .00 1.500 .000 .00 1 .0
JUNCT STR .0050 .0131 .03 2.35 .00 .013 .00 .00 PIPE
1268.350 435.140 4.091 439.231 7.60 4.30 .29 439.52 .00 1.07 .00 1.500 .000 .00 1 .0
32.000 .0053 .0025 .08 4.09 .00 .91 .009 .00 .00 PIPE
1300.350 435.310 4.001 439.311 7.60 4.30 .29 439.60 .00 1.07 .00 1.500 .000 .00 1 .0
T1
STORM DRAIN
LINE "B" AND "C" WATER SURFACE
PRESSURE GRADIENT
0
T2
TRACT NO. 31681
-1 TD DESERT
@ CORAL MOUNTAIN, LA
QUINTA
T3
FILE: PHASEILINEH &C.OUT
SO
1000.000
416.950
1
420.000
R
1096.010
421.120
1
.009
.000
.000
0
R
1157.830
421.430
1
.009
35.420
.000
0
R
1280.300
422.040
1
.009
.000
.000
0
JX
1281.300
422.045
3
2
.013
1.600
423.540
90.0
.000
R
1332.520
423.090
3
.009
.000
22.250
0
JX
1333.520
423.090
5
4
.013
4.500
424.090
90.0
.000
R
1333.940
423.090
5
.009
.000
.000
0
R
1375.020
423.300
5
.009
- 78.457
.000
0
R
1416.840
423.510
5
.009
.000
.000
0
R
1507.690
423.970
5
.009
- 17.351
.000
0
R
1590.700
424.380
5
.009
.000
.000
0
JX
1596.560
424.500
7
6
.013
2.600
425.500
-90.0
.000
R
1663.700
425.850
7
.009
.000
- 90.000
0
SH
1663.700
425.850
7
425.850
CD
1 4 1
.000
1.500
.000 .000
.000
.00
CD
2 4 1
.000
1.000
.000 .000
.000
.00
CD
3 4 1
.000
1.500
.000 .000
.000
.00
CD
4 4 1
.000
1.000
.000 .000
.000
.00
CD
5 4 1
.000
1.000
.000 .000
.000
.00
CD
6 4 1
.000
1.000
000 .000
.000
.00
CD
7 4 1
.000
.670
.000 .000
.000
.00
Q
.400
.0
rr //
i�
f
//7
FILE: PHASEILINEB &C.WSW
W S P
G W - EDIT LISTING - Version 14.06
Date:
8 -27 -2004 Time:11:50:50
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR INV Y(1)
Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7)
Y(8) Y(9)
Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1
1.500
CD 2
4
1
1.000
CD 3
4
1
1.500
CD 4
4
1
1.000
CD 5
4
1
1.000
CD 6
4
1
1.000
CD 7
4
1
.670
W S P G W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD LISTING
HEADING LINE
NO
1
IS -
STORM DRAIN
LINE "B"
AND "C" WATER SURFACE PRESSURE GRADIENT
HEADING LINE
NO
2
IS -
TRACT NO. 31681 -1 TD
DESERT ® CORAL MOUNTAIN,
LA QUINTA .
HEADING LINE
NO
3
IS -
FILE: PHASEILINEB &C.OUT
W S P G W
PAGE NO
2
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT NO
1
IS
A SYSTEM OUTLET +
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1000.000
416.950
1
420.000
ELEMENT NO
2
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1096.010
421.120
1 .009
.000
.000
.000
0
ELEMENT NO
3
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1157.830
421.430
1 .009
100.001
35.420
.000
0
ELEMENT NO
4
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1280.300
422.040
1 .009
.000
.000
.000
0
ELEMENT NO
5
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N
Q3 Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1281.300
422.045
3 2 0 .013
1.600 .000
423.540
.000
90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
6
IS
A REACH
+
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1332.520
423.090
3 .009
.000
.000
22.250
0
ELEMENT NO
7
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N
Q3 Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1333.520
423.090
5 4 0 .013
4.500 .000
424.090
.000
90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
8
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1333.940
423.090
5 .009
.000
.000
.000
0
ELEMENT NO
9
IS
A REACH
+
+
105
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1375.020
423.300
5
.009
30.000
- 78.457
.000
0
W S P G W
PAGE NO
3
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT
NO
10
IS
A
REACH
'
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1416.840
423.510
5
.009
.000
.000
.000
0
ELEMENT
NO
11
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1507.690
423.970
5
.009
300.001
- 17.351
.000
0
ELEMENT
NO
12
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1590.700
424.380
5
.009
.000
.000
.000
0
ELEMENT
NO
13
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
1596.560
424.500
7 6 0
.013 2.600
.000 425.500
.000
- 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
14
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1663.700
425.850
7
.009
.000
.000
- 90.000
0
ELEMENT
NO
15
IS
A
SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W S ELEV
1663.700
425.850
7
425.850
105
M M M w =1 M .M Mw M M M MM W' m M IM M
FILE:,PHASEILINEB &C.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 1
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -27 -2004
Time:11:50:56
STORM
DRAIN LINE "B"
AND "C"
WATER SURFACE PRESSURE
GRADIENT
TRACT NO. 31681
-1 TD DESERT ® CORAL
MOUNTAIN, LA
QUINTA
PILE: PHASEILINEB
&C.OUT
Invert
Depth
Water
Q
Vel
Vel
Energy I
Super
ICriticalIFlow ToplHeight /Base
WtI
ENO Wth
Station
I Elev
(FT)
Elev I
(CFS) I
(FPS)
Head
Grd.El.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope
f I
I
I
SF Avel
HF ISE DpthIFroude
NINorm Dp
I f
X -Falb
ZR
Type Ch
1000.000
416.950
3.050
420.000
9.10
5.15
.41
420.41
.00
1.17
.00
1.500
.000
.00
1 .0
21.141
.0434
.0036
.08
3.05
.00
.55
.009
.00
.00
PIPE
1021.141
417.868
2.207
420.075
9.10
5.15
.41
420.49
.00
1.17
.00
1.500
.000
.00
1 .0
HYDRAULIC
JUMP
1021.141
417.868
.604
418.472
9.10
13.67
2.90
421.37
.00
1.17
1.47
1.500
.000
.00
1 .0
11.318
.0434
.0298
.34
.60
3.58
.55
.009
.00
.00
'PIPE
1032.460
418.360
.616
418.976
9.10
13.29
2.74
421.72
.00
1.17
1.48
1.500
.000
.00
1 .0
13.646
.0434
.0269
.37
.62
3.44
.55
.009
.00
.00
PIPE
1046.106
418.953
.639
419.592
9.10
12.67
2.49
422.08
.00
1.17
1.48
1.500
.000
.00
1 .0
10.213
.0434
.0236
.24
.64
3.21
.55
.009
.00
.00
PIPE
1056.319
419.396
.663
420.059
9.10
12.08
2.26
422.32
.00
1.17
1.49
1.500
.000
.00
1 .0
8.017
.0434
.0207
.17
.66
2.99
.55
.009
.00
.00
PIPE
1064.336
419.744
.687
420.431
9.10
11.52
2.06
422.49
.00
1.17
1..49
1.500
.000
.00
1 .0 .
6.397
.0434
.0182
.12
.69
2.79
.55
.009
.00
.00
PIPE
1070.732
420.022
.713
420.735
9.10
10.98
1.87
422.61
.00
1.17
1.50
1.500
.000
.00
1 .0
5.228
.0434
.0160
.08
.71
2.60
.55
.009
.00
.00
PIPE
1075.960
420.249
.740
420.989
9.10
10.47
1.70
422.69
.00
1.17
1.50
1.500
.000
.00
1 .0
4.323
.0434
.0141
.06
.74
2.42
.55
.009
.00
.00
PIPE
FILE:-PHASEILINEH &C.WSW
W S
P G W- CIVILDESIGN Version
14.06
PAGE 2
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -27 -2004
Time:11:50:56
STORM
DRAIN LINE "B" AND "Cu
WATER SURFACE PRESSURE
GRADIENT
TRACT NO. 31681
-1 TD DESERT ® CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEB
&C.OUT
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight /lBase
WtI
INo Wth
Station
I Elev
(FT)
Elev
(CFS)
I (FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia. -FTIor I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I
X -Fall
ZR
IType Ch
#+#+##*#+
Ixx# x+## xfl#*
x### f#
Ixxxx* x*## I#
x+ xf####
I# xt+ xxxl#+
xxxx xlxxx
* ## #xxlx
*x # #xxl
# # +xx * #xlf
+xxx +xxl
# # +xx * +Ix
* # + # + #Ix
+x +#
I #f ## # ##
1080.283
420.437
.768
421.205
9.10
9.98
1.55
422.75
.00
1.17
1.50
1.500
.000
.00
1 .0
3.570
.0434
.0124
.04
.77
2.26
.55
.009
.00
.00
PIPE
1083.853
420.592
.798
421.390
9.10
9.52
1.41
422.80
.00
1.17
1.50
1.500
.000•
.00
1 .0
2.984
.0434
.0110
.03
.80
2.10
.55
.009
.00
.00
PIPE
1086.837
420.722
.829
421.551
9.10
9.07
1.28
422.83
.00
1.17
1.49
1.500
.000
.00
1 .0
2.466
.0434
.0097
.02
.83
1.95
.55
.009
.00
.00
PIPE
1089.304
420.829
.862
421.691
9.10
8.65
1.16
422.85
.00
1.17
1.48
1.500
.000
.00
1 .0
2.026
.0434
.0086
.02
.86
1.81
.55
.009
.00
.00
PIPE
1091.330
420.917
.897
421.814
9.10
8.25
1.06
422.87
.00
1.17
1.47
1.500
.000
.00
1 .0
1.647
.0434
.0076
.01
.90
1.68
.55
.009
.00
.00
PIPE
1092.978
420.988
.934
421.922
9.10
7.87
.96
422.88
.00
1.17
1.45
1.500
.000
.00
1 .0
1.316
.0434
.0067
.01
.93
1.55
.55
.009
.00
.00
PIPE
1094.294
421.045
.973
422.019
9.10
7.50
.87
422.89
.00
1.17
1.43
1.500
.000
.00
1 .0
.998
.0434
.0060
.01
.97
1.44
.55
.009
.00
.00.
PIPE
1095.292
421.089
1.015
422.104
9.10
7.15
.79
422.90
.00
1.17
1.40
1.500
.000
.00
1 .0
.718
.0434
.0053
.00
1.02
1.32
.55
.009
.00
.00
PIPE
1096.010
421.120
1.060
422.180
9.10
6.82
.72
422.90
.02
1.17
1.37
1.500
.000
.00
1 .0
61.820
.0050
.0050
.31
1.08
1.22
1.06
.009
.00
.00
PIPE
` V
FILE: PHASEILINEB &C.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 3
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -27 -2004
Time:11:50:S6
STORM
DRAIN LINE "B"
AND "C"
WATER SURFACE PRESSURE
GRADIENT
TRACT NO."31681
-1 TD DESERT @ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEB
&C.OUT
Invert
Depth
water
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /lBase
Wtj
INo wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I Width
jDia. -FTIor
I.D.
ZL
IPrs /Pip
L /Elem
ICh Slope I
I I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
1157.830
421.430
1.062
422.492
9.10
6.80
.72
423.21
.00
1.17
1.36
1.500
.000
.00
1 .0
56.385
.0050
.0050
.28
1.06
1.21
1.06
.009
.00
.00
PIPE
1214.215
421.711
1.063
422.774
9.10
6.79
.72
423.49
.00
1.17
1.36
1.500
.000
.00
1 .0
58.565
.0050
.0047
.28
1.06
1.21
1.06
.009
.00
.00
PIPE
1272.780
422.003
1.112
423.115
9.10
6.48
.65
423.77
.00
1.17
1.31
1.500
.000
.00
1 .0
7.520
.0050
.0042
.03
1.11
1.10
1.06
.009
.00
.00
PIPE
1280.300
422.040
1.167
423.207
9.10
6.17
.59
423.80
.00
1.17
1.25
1.500
.000
.00
1 .0
JUNCT STR
.0050
.0067
.01
1.17
1.00
.013
.00
.00
PIPE
1281.300
422.045
1.634
423.679
7.50
4.24
.28
423.96
.00
1.06
.00
1.500
.000
.00
1 .0
4.489
.0204
.0024
.01
1.63
.00
.61
.009
.00
.00
PIPE
1285.789
422.137
1.563
423.700
7.50
4.24
.28
423.98
.00
1.06
.00
1.500
.000
.00
1 .0
HYDRAULIC
JUMP
1285.789
422.137
.687
422.824
7.50
9.50
1.40
424.23
.00
1.06
1.49
1.500
.000
.00
1 .0
10.492
.0204
.0124
.13
.69
2.30
.61
.009
.00
.00
PIPE
1296.281
422.351
.713
423.064
7.50
9.05
1.27
424.34
.00
1.06
1.50
1.500
.000
.00
1 .0
9.327
.0204
.0109
.10
.71
2.14
.61
.009
.00
.00
PIPE
1305.608
422.541
.740
423.281
7.50
8.63
1.16
424.44
.00
1.06
1.50
1.500
.000
.00
1 .0
7.136
.0204
.0096
.07
.74
2.00,
.61
.009
.00
.00
PIPE
0�
M
FILE: PHASEILINEB &C.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 4
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -27 -2004
Time:11:50:56
STORM
DRAIN LINE "B"
AND "C"
WATER SURFACE
PRESSURE
GRADIENT
TRACT NO. 31681 -1 TD DESERT O CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEB
&C.OUT
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/
Base wtj
ENO Wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia. -FTIor I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I
SF Avel
HF SSE DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
1312.744
422.687
.768
423.455
7.50
8.23
1.05
424.51
.00
1.06
1.50
1.500
.000
.00
1 .0
5.487
.0204
.0085
.05
.77
1.86
.61
.009
.00
.00
PIPE
1318.231
422.798
.798
423.597
7.50
7.84
.96
424.55
.00
1.06
1.50
1.500
.000
.00
1 .0
4.315
.0204
.0075
.03
.80
1.73
.61
.009
.00
.00
PIPE
1322.546
422.887
.829
423.716
7.50
7.48
.87
424.58
.00
1.06
1.49
1.500
.000
.00
1 .0
3.326
.0204
.0066
.02
.83
1.61
.61
.009
.00
.00
PIPE
1325.872
422.954
.862
423.816
7.50
7.13
.79
424.61
.00
1.06
1.48
1.500
.000
.00
1 .0
2.522
.0204
.0058
.01
.86
1.49
.61
.009
.00
.00
PIPE
1328.395
423.006
.897
423.903
7.50
6.80
.72
424.62
.00
1.06
1.47
1.500
.000
.00
1 .0
1.853
.0204
.0052
.01
.90
1.38
.61
.009
.00
.00
PIPE
1330.248
423.044
.934
423.978
7.50
6_.48
.65
424.63
.00
1.06
1.45
1.500
.000
.00
1 .0
1.284
.0204
.0046
.01
.93
1.28
.61
.009
.00
.00
PIPE
1331.531
423.070
.973
424.043
7.50
6.18
.59
424.64
.00
1.06
1.43
1.500
.000
.00
1 .0
.791
.0204
.0041
.00
.97
1.18
.61
.009
.00
.00
PIPE
1332.322
423.086
1.014
424.100
7.50
5.89
.54
424.64
.00
1.06
1.40
1.500
.000
.00
1 .0
.198
.0204
.0036
.00
1.01
1.09
.61
.009
.00
..00
PIPE
1332.520
423.090
1.061
424.151
7.50
5.61
.49
424.64
.00
1.06
1.37
1.500
.000
.00
1 .0
JUNCT STR
.0000
.0071
.01 •
1.06
1.00
.013
.00
.00
PIPE
lL1D
FILE: PHASEILINEB &C.WSW
W S P G W-
CIVILDESIGN Version
14.06
PAGE 5
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -27 -2004
Time:11:50:56
STORM
DRAIN LINE "B"
AND "C"
WATER SURFACE PRESSURE
GRADIENT
TRACT NO. 31681 -1 TD DESERT @ CORAL
MOU14TAIN, LA
QUINTA
###+**++++
f#
FILE: PHASEILINEB
&C.OUT
* *
+f +f+
fffff+ff
f##+ f*#*+
Invert
i*##++##++##
Depth
f+ fffffiff+
Water
f+# l+ +f#fffff
Q Vel
*ifff #f #iffi
Vel I
#ffff +i+
Energy I
+ff lff
Super
#fff #f iffffffffffff4fffff
ICriticalIFlow ToplHeight
lff + +ff
/Base wtj
ENO wth
Station
I Elev
(FT)
Elev
(CFS) I (FPS)
Head I
Grd.El.)
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I
SF Avel
HF ISE DpthIFroude
NINorm Dp
I "N"
I X -Fall
ZR
IType Ch
1333.520
423.090
1.965
425.055
3.00 3.82
.23
425.28
.00
.74
.00
1.000
.000
.00
1 .0
.420
.0000
.0034
.00
1.97
.00
.00
.009
.00
.00
PIPE
1333.940
423.090
1.966
425.056
3.00 3.82
.23
425.28
.00
.74
.00
1.000
.000
.00
1 .0
41.080
.0051
.0034
.14
.00
.00
.69
.009
.00
.00
PIPE
1375.020
423.300
1.938
425.238
3.00 3.82
.23
425.46
.00
.74
.00
1.000
.000
.00
1 .0
41.820
.0050
.0034
.14
1.94
.00
.69
.009
.00
.00
PIPE
1416.840
423.510
1.870
425.380
3.00 3.82
.23
425.61
.00
.74
.00
1.000
.000
.00
1 .0
90.850
.0051
.0034
.31
.00
.00
.69
.009
.00
.00
PIPE
1507.690
423.970
1.739
425.709
3.00 3.82
.23
425.94
.00
.74
.00
1.000
.000
.00
1 .0
83.010
.0049
.0034
.28
1.74
.00
.70
.009
.00
.00
PIPE
1590.700
424.380
1.611
425.991
3.00 3.82
.23
426.22
.00
.74
.00
1.000
.000
.00
1 .0
JUNCT STR
.0205
.0041
.02
1.61
.00
.013
.00
.00
PIPE
1596.560
424.500
2.116
426.616
.40 1.13
.02
426.64
.00
.29
.00
.670
.000
.00
1 .0
67.140
.0201
.0005
.03
2.12
.00
.18
.009
.00
.00
PIPE
1663.700
425.850
.806
426.656
.40 1.13
.02
426.68
.00
.29
.00
.670
.000
.00
1 .0
M
T1
STORM DRAIN
LIINE "D"
WATER
SURFACE
PRESSURE GRADIENT
0
T2
TRACT NO. 31681
-1 TD DESERT
@ CORAL
MOUNTAIN, LA
QUINTA
T3
FILE: PHASEILINED.OUT
SO
1000.000
416.000
1
420.000
R
1058.680
417.970
1
.009
.000
.000
0
R
1098.300
419.320
1
.009
.000
.000
0
R
1137.900
420.750
1
.009
.000
.000
0
R
1175.430
422.090
1
.009
.000
.000
0
R
1259.410
425.510
1
.009
48.117
.000
0
R
1268.400
425.880
1
.009
.000
.000
0
R
1300.000
427.170
1
.009
- 18.105
.000
0
R
1332.090
427.330
1
.009
- 18.386
.000
0
R
1527.100
428.310
1
.009
.000
.000
0
JX
1529.100
428.320
1
2
.013
9.000
430.320
90.0
.000
R
1553.100
429.320
3
.009
.000
.000
0
JX
1555.100
429.410
3
4
.013
9.000
430.910
90.0
.000
R
1624.940
432.330
3
.009
.000
.000
0
JX
1626.940
432.330
3
2
.013
2.500
433.330
90.0
.000
R
1648.940
432.440
6
.009
.000
.000
0
SH
1648.940
432.440
6
432.440
CD
1 4 1
.000
2.000
.000
.000
.000
.00
CD
' 2 4 1
.000
1.000
.000
.000
.000
.00
CD
3 4 1
.000
1.500
.000
.000
.000
.00
CD
4 4 1
.000
1.000
.000
.000
.000
.00
CD
5 4 1
.000
1.000
.000
.000
.000
.00
CD
6 4 1
.000
.670
.000
.000
.000
.00
CD
7 4 1
.000
.670
.000
.000
.000
.00
Q
2.500
.0
I,
/75-
FILE: PHASEILINED.WSW
W S P G W - EDIT
LISTING - Version 14.06
Date:
9- 1 -2004
Time: 2:44:44
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR
INV Y(1) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
1
2.000
CD 2
4
1
1.000
CD 3
4
1
1.500
CD 4
4
1
1.000
CD 5
4
1
1.000
CD 6
4
1
.670
CD 7
4
1
.670
W S P G
W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD
LISTING
HEADING LINE
NO
1
IS -
STORM DRAIN
LIINE "D" WATER SURFACE PRESSURE GRADIENT
HEADING LINE
NO
2
IS -
TRACT NO. 31681 -1 TD
DESERT ® CORAL MOUNTAIN, LA QUINTA
HEADING LINE
NO
3
IS -
FILE: PHASEILINED.OUT
W S P G
W
PAGE NO
2
WATER SURFACE
PROFILE -
ELEMENT CARD LISTING
ELEMENT NO
1
IS
A SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1000.000
416.000
1
420.000
ELEMENT NO
2
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1058.680
417.970
1
.009
.000
.000'
.000
0
ELEMENT NO
3
IS
A REACH
+
*
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1098.300
419.320
1
.009
.000
.000
.000
0
ELEMENT NO
4
IS
A REACH
+
+
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS.
ANGLE
ANG PT
MAN H
1137.900
420.750
1
.009
.000
.000
.000
0
ELEMENT NO
5
IS
A REACH
*
I +
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1175.430
422.090
1
.009
.000
.000
•.000
0
ELEMENT NO
6
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1259.410
425.510
1
.009
100.000
48.117
.000
0
ELEMENT NO
7
IS
A REACH
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1268.400
425.880
1
.009
.000
.000
.000
0
ELEMENT NO
8
IS
A REACH
*
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1300.000
427.170
1
.009
100.003
- 18.105
.000
0
ELEMENT NO
9
IS
A REACH
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1332.090
427.330
1
.009
100.001
- 18.386
.000
0
ELEMENT NO
10
IS
A REACH
+
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1527.100
428.310
1
.009
.000
.000
.000
0
ELEMENT NO
11
IS
A JUNCTION
+
*
+ +
+
+
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1529.100
428.320
1 2 0
.013
9.000
.000
430.320
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
12
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1553.100
429.320
3
.009
.000
.000
.000
0
W S P G W
PAGE NO
3
WATER SURFACE
PROFILE -
ELEMENT CARD LISTING
ELEMENT NO
13
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1555.100
429.410
3 4 0
.013
9.000
.000
430.910
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
14
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS '
ANGLE
ANG PT
MAN H
1624.940
432.330
3
.009
.000
.000
.000
.0
ELEMENT NO
15
IS
A JUNCTION
*
*
* +
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1626.940
432.330
3 2 0
.013
2.500
.000
433.330
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1648.940
432.440
6
.009
.000
.000
.000
0
ELEMENT NO
17
IS
A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1648.940
432.440
6
432.440
\V
FILE: PHASEILINED.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 1
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9-
1 -2004
Time:
2:44:49
STORM DRAIN
LIINE
nD" WATER SURFACE PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT
O CORAL
MOUNTAIN, LA QUINTA-
FILE: PHASEILINED.OUT
x# * *x #i + ##
+ # # #x * *xxi# iii* x+##+ xx# ixxxxxxx*# + #xxxxx#i #+# #
#x #xxx # #xx#xxxx *if xx
# # * ##xxxxRx
#x#xxxfxix *1x
#f xx +xxxx# + #x#xx#xxxxx
x # #+xxx4
Invert
Depth
water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight /Base
Wtj
INo Wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
++++++#++
ICh Slope I
I+++#+++++ I+++#++#+
I
I+++++++#+
I
Ixxxxx+
I
xxxl#### xx+
SF Avel HF ISE
Ixxxxxx+ Ixxxxxx++ xl#+##
DpthIFroude
xxxlx#+
NINorm Dp
x# xxxlx + + + # + # +I
I "N"
+ + # # ## +I
I X -Fall
# # # #xxxlx
ZR
+ + ++
IType Ch
I +##x # #+
1000.000
416.000
4.000
420.000
23.00
7.32
.83
420.83
.00
1.71
.00
2.000
.000
.00
1 .0
16.679
.0336
.0050
.08
4.00
.00
.86
.009
.00
.00
PIPE
1016.679
416.560
3.522
420.082
23.00
7.32
.83
420.91
.00
1.71
.00
2.000
.000
.00
1 .0
HYDRAULIC
JUMP
1016.679
416.560
.861
417.421
23.00
17.77
4.90
422.32
.00
1.71
1.98
2.000
.000
.00
1 .0
42.001
.0336
.0333
1.40
.86
3.87
.86
.009
.00
.00
PIPE
1058.680
417.970
.862
418.832
23.00
17.74
4.89
423.72
.00
1.71
1.98
2.000
.000
.00
1 .0
39.620
.0341
.0331
1.31
.86
3.86
.86
.009
.00
.00
PIPE
1098.300
419.320
.865
420.185
23.00
17.67
4.85
425.03
.00
1.71
1.98
2.000
.000
.00
1 .0
39.600
.0361
.0321
1.27
.86
3.84
.84
.009
.00
.00
PIPE
1137.900
420.750
.876
421.626
23.00
17.37
4.69
426.31
.00
1.71
1.98
2.000
.000
.00
1 .0
37.530
.0357
.0305
1.14
.88
3.75
.85
.009
.00
.00
PIPE
1175.430
422.090
.892
422.982
23.00
16.98
4.48
427.46
.18
1.71
1.99
2.000
.000
.00
1 .0
20.456
.0407
.0283
.58
1.07
3.63
.82
.009
.00
.00
PIPE
1195.886
422.923
.913
423.836
23.00
16.45
4.20
428.04
.17
1.71
1.99
2.000
.000
.00
1 .0
22.758
.0407
.0254
.58
1.08
3.46
.82
.009
.00
.00
PIPE
1218.644
423.850
.947
424.797
23.00
15.68
3.82
428.62
.15
1.71
2.00
2.000
.000
.00
1 .0
16.963
.0407
.0224
.38
1.10
3.23
.82
.009
.00
.00
PIPE
FILE: PHASEILINED.WSW
W S P G W- CIVILDESIGN Version
14.06
PAGE
2
Program
Package Serial Number: 1586
- - - --
WATER SURFACE PROFILE
LISTING
Date: 9-
1 -2004 Time:
2:44:49
STORM DRAIN LIINE "D" WATER SURFACE PRESSURE
GRADIENT
TRACT NO. 31681 -1 TD DESERT
0 CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINED.OUT
Invert
Depth
Water
Q Vel Vel I
Energy I
Super
ICriticalIFlow ToplHeight
/15ase
WtI
ENO Wth
Station
I Elev
(FT)
Elev I
(CFS) I (FPS) Head I
Grd.El.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope
I
I
I SF Avel
HF ISE DpthIFroude
NINorm Dp
I "N"
I X -Fall
ZR
IType
Ch
1235.606
424.541
.983
425.524
23.00 14.95 3.47
429.00
.14
1.71
2.00
2.000
.000
.00
1
.0
13.210
.0407
.0197
.26
1.12
3.00
.82
.009
.00
.00
PIPE
1248.816
425.079
1.021
426.100
23.00 14.26 3.16
429.26
.13
1.71
2.00
2.000
.000
.00
1
.0
10.594
.0407
.0174
.18
1.15
2.80
.82
.009
.00
.00
PIPE
1259.410
425.510
1.061
426.571
23.00 13.59 2.87
429.44
.00
1.71
2.00
2.000
.000
.00
1
.0
.632
.0412
.0162
.01
1.06
2.60
.81
.009
.00
.00
PIPE
1260.042
425.536
1.063
426.599
23.00 13.55 2.85
429.45
.00
1.71
2.00
2.000
.000
.00
1
.0
8.358
.0412
.0152
.13
1.06
2.59
.81
.009
.00
.00
PIPE
1268.400
425.880
1.105
426.985
23.00 12.92 2.59
429.58
.10
1.71
1.99
2.000
.000
.00
1
.0
.419
.0408
.0142
.01
1.21
2.41
.81
.009
.00
.00
PIPE
1268.819
425.897
1.107
427.004
23.00 12.88 2.57
429.58
.10
1.71
1.99
2.000
.000
.00
1
.0
6.901
.0408
.0133
.09
1.21
2.39
.81
.009
.00
.00
PIPE
1275.719
426.179
1.151
427.330
23.00 12.28 2.34
429.67
.09
1.71
1.98
2.000
.000
.00
1
.0
5.700
.0408
.0117
.07
1.24
2.22
.81
.009
.00
.00
PIPE
1281.420
426.412
1.198
427.610
23.00 11.71 2.13
429.74
.08
1.71
1.96
2.000
.000
.00
1
.0
4.746
.0408
.0104
.05
1.28
2.06
.81
.009
.00
.00
PIPE
1286.166
426.605
1.247
427.852
23.00 11.16 1.93
429.79
.07
1.71
1.94
2.000
.000
.00
1
.0
3.918
.0408
.0092
.04
1.32
1.91
.81
.009
.00
.00
PIPE
.
M M M M M G M M M M M M r M M M M M M
FILE: PHASEILINED.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 3
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9-
1 -2004
Time:
2:44:49
STORM DRAIN
LIINE
"D" WATER SURFACE PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT
O CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINED.OUT
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
Critical
Flow ToplHeight /Base
Wtj
INo Wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope
I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I
X -Fall
ZR
IType Ch
1290.084
426.765
1.299
428.064
23.00
10.64
1.76
429.82
.07
1.71
1.91
2.000
.000
.00
1 .0
3.182
.0408
.0082
.03
1.37
1.76
.81
.009
.00
.00
PIPE
1293 .266
426.895
1.355
428.250
23.00
10.15
1.60
429.85
.06
1.71
1.87
2.000
.000
.00
1 .0
2.544
.0408
.0073
.02
1.41
1.62
.81
.009
.00
.00
PIPE
1295.810
426.999
1.415
428.414
23.00
9.67
1.45
429.87
.05
1.71
1.82
2.000
.000
.00
1 .0
1.956
.0408
.0065
.01
1.47
1.49
.81
.009
.00
.00
PIPE
1297:766
427.079
1.480
428.559
23.00
9.22
1.32
429.88
.05
1.71
1.75
2.000
.000
.00
1 .0
1.404
.0408
.0058
.01
1.53
1.36
.81
.009
..00
.00
PIPE
1299.169
427.136
1.551
428.687
23.00
8.79
1.20
429.89
.04
1.71
1.67
2.000
.000
.00
1 .0
.831
.0408
.0053
.00
1.59
1.24
.81
.009
.00
.00
PIPE
1300.000
427.170
1.631
428.801
23.00
8.39
1.09
429.89
..03
1.71
1.55
2.000
.000
.00
1 .0
32.090
.0050
.0050
.16
1.66
1.11
1.63
.009
.00
.00
PIPE
1332.090
427.330
1.626
428.956
23.00
8.41
1.10
430.05
.00
1.71
1.56
2.000
.000
.00
1 .0
143.922
.0050
.0050
.72
1.63
1.12
1.63
.009
.00
.00
PIPE
1476.012
428.053
1.626
429.680
23.00
8.41
1.10
430.78
.00
1.71
1.56
2.000
.000
.00
1 .0
51.088
.0050
.0048
.25
1.63
1.12
1.63
.009
.00
.00
PIPE
1527.100
428.310
1.706
430.016
23.00
8.06
1.01
431.02
.00
1.71
1.42
2.000
.000
.00
1 .0
JUNCT STR
.0050
.0068
.01
1.71
1.00
.013
.00
.00
PIPE
FILE: PHASEILINED.WSW
W S P
G W-
CIVILDESIGN Version.14.06
PAGE 4
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9-
1 -2004
Time:
2:44:49
STORM DRAIN
LIINE
"D" WATER SURFACE PRESSURE
GRADIENT
TRACT NO. 31681 -1 TD DESERT
@ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINED.OUT
Invert
Depth
water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight /lHase
Wtj
INo Wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
jPrs /Pip
L /Elem
ICh Slope I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
1529.100
428.320
2.983
431.303
14.00
7.92
.97
432.28
.00
1.38
.00
1.500
.000
.00
1 .0
24.000
.0417
.0085
.20
2.98
.00
.71
.009
.00
.00
PIPE
1553.100
429.320
2.187
431.507
14.00
7.92
.97
432.48
.00
1.38
.00
1.500
.000
.00
1 .0
JUNCT STR
.0450
.0100
.02
2.19
.00
.013
.00
.00
PIPE
1555.100
429.410
3.818
433.228
5.00
2.83
.12
433.35
.00
.86
.00
1.500
.000
.00
1 .0
56.914
.0418
.0011
.06
3.82
.00
.41
.009
.00
.00
PIPE
1612.014
431.790
1.500
433.290
5.00
2.83
.12
433.41
.00
.86
.00
1.500
.000
.00
1 .0
3.099
.0418
.0010
.00
1.50
.00
.41
.009
.00
.00
PIPE
1615.113
431.919
1.360
433.279
5.00
2.97
.14
433.42
.00
.86
.87
1.500
.000
.00
1 .0
1.625
.0418
.0010
.00
1.36
.38
.41
.009
.00
.00
PIPE
1616.738
431.987
1.280
433.267
5.00
3.11
.15
433.42
.00
.86
1.06
1.500
.000
.00
1 .0
1.275
.0418
.0011
.00
1.28
.45
.41
.009
.00
.00
PIPE
1618.013
432.040
1.213
433.253
5.00
3.26
.17
433.42
.00
.86
1.18
1.500
.000
.00
1 .0
.842
.0418
.0012
.00
1.21
.50
.41
.009
.00
.00
PIPE
1618.855
432.076
1.155
433.231
5.00
3.42
.18
433.41
.00
.86
1.26
1.500
.000
.00
1 .0
HYDRAULIC
JUMP
1618.855
432.076
.614
432.690
5.00
7.34
.84
433.53
.00
.86
1.48
1.500
.000
.00
1 .0
1.015
.0418
.0082
.01
.61
1.90
.41
.009
.00
.00
PIPE
MIMI
FILE: PHASEILINED.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 5
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9-
1 -2004
Time:
2:44:49
STORM DRAIN
LIINE
"D" WATER SURFACE PRESSURE GRADIENT
TRACT NO. 31681 -1
TD DESERT @ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINED.OUT
+x
+#+ # #xx+
x++ xx### x++
x# xxxxxx
Invert
#x # # #x + + #
Depth
# # #x #x +x+ # ++
Water
# #xxxx xxx#+
Q
x##+#####+#
Vel
txxxxx#
Vel I
xxxx+#++++#
Energy I
x#+
Super
xxxx#### #xxxxxxxxxxxxx
ICriticalIFlow
+xxxx #xx # +xxxxx
Top[Height/ Base Wtl
ENO Wth
Station I
Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem ICh
x##+#+++ xl#
Slope
x+#+ x+++
I I
I++# xxxx+ I##
I
xx++++ xl#
I
x# x+ xxx+ Ixxxxx# xl#+++++#
SF Avel
I##++#+#
HF ISE DpthIFroude
r# I++++++#
NINorm
Ixx+++### I
Dp
#x # +xx +xl++
I "N" I
# + + +#Ix
X -Fall
+ + + + # +I
ZR
+ + + ++
IType Ch
I #x +x + ##
1619.870
432.118
.637
432.755
5.00
6.99
.76
433.51
.00
.86
1.48
1.500
.000
.00
1 .0'
1.331
.0418
.0072
.01
.64
1.77
.41
.009
.00
.00
PIPE
1621.201
432.174
.660
432.834
5.00
6.67
.69
433.52
.00
.86
1.49
1.500
.000
.00
1 .0
1.065
.0418
.0063
.01
.66
1.66
.41
.009
.00
.00
PIPE
1622.265
432.218
.685
432.903
5.00
6.36
.63
433.53
.00
.86
1.49
1.500
.000
.00
1 .0
.885
.0418
.0056
.00
.69
1.54
.41
.009
.00
.00
PIPE
1623.150
432.255
.710
432.965
5.00
6.06
.57
433.54
.00
.86
1.50
1.500
.000
.00
1 .0
.674
.0418
.0049
.00
.71
1.44
.41
.009
.00
.00
PIPE
1623.824
432.283
.737
433.020
5.00
5.78
.52
433.54
.00
.86
1.50
1.500
.000
.00
1 .0
.511
.0418
.0043
.00
.74
1.34
.41
.009
.00
.00
PIPE
1624.335
432.305
.765
433.070
5.00
5.51
.47
433.54
.00
.86
1.50
1.500
.000
.00
1 .0
.339
.0418
.0038
.00
.77
1.25
.41
.009
.00
.00
PIPE
1624.673
432.319
.795
433.114
5.00
5.25
.43
433.54
.00
.86
1.50
1.500
.000
.00
1 .0
.207
.0418
.0034
.00
.80
1.16
.41
.009
.00
.00
PIPE
1624.880
432.327
.826
433.154
5.00
5.01
.39
433.54
.00
.86
1.49
1.500
.000
.00
1 .0
.060
.0418
.0030
.00
.83
1.08
.41
.009
.00
.00
PIPE
1624.940
432.330
.860
433.190
5.00
4.77
.35
433.54
.00
.86
1.48
1.500
.000
.00
1 .0
JUNCT STR
.0000
.0031
.01
.86
1.00
.013
.00
.00
PIPE
1 �
FILE: PHASEILINED.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9- 1 -2004 Time: 2:44:49
STORM DRAIN LIINE "D" WATER SURFACE PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT ® CORAL MOUNTAIN, LA QUINTA
FILE: PHASEILINED.OUT
Invert Depth water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/ Base wtj ENO Wth
Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip
L /Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch
1626.940 432.330 1.327 433.657 2.50 7.09 .78 434.44 .00 .65 .00 .670 .000 .00 1 .0
22.000 .0050 .0200 .44 1.33 .00 .67 .009 .00 .00 PIPE
1648.940 432.440 1.656 434.096 2.50 7.09 .78 434.88 .00 .65 .00 .670 .000 .00 1 .0
�1
T1 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT
T2 TRACT NO. 31681 -1 TD DESERT @ CORAL MOUNTAIN, LA QUINTA
T3 FILE: PHASEILINEE.OUT
SO
1000.000
422.690
1
425.700
R
1029.950
424.520
1
.009
R
1038.250
425.370
1
.009
R
1250.000
427.760
1
.009
ix
1262.780
427.760
3 2
.009
8.800
428.010
JX
1287.740
428.530
5 4
.009
8.800
428.780
TS
1291.410
428.640
6
.009
R
1436.420
433.100
6
.009
R
1589.560
433.870
6
.009
SH
1589.560
433.870
6
433.870
CD
1 4 ' 1
.000
2.000
.000
.000
.000
.00
CD
2 4 1
.000
1.500
.000
.000
.000
.00
CD
3 4 1
.000
2.000
.000
.000
.000
.00
CD
4 4 1
.000
1.500
.000
.000
.000
.00
CD
5 4 1
.000
2.000
.000
.000
.000
.00
CD
6 4 1
.000
1.500
.000
.000
.000
.00
Q
13.100
.0
i
m
.000 .000 0
..000 .000 0
.000 19.281 0
-45.0 .000
-45.0 .000
.000
78.382 .000 0
.000 .000 0
FILE: PHASEILINEE.WSW
W S P G W - EDIT LISTING - Version 14.06
Date:
9- 2 -2004
Time: 4:53:55
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(1)
Y(2) Y(3)
Y(4)
Y(5) Y(6)
Y(7)
Y(8) Y(9)
Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1 2.000
CD 2
4
1 1.500
CD 3
4
1 2.000
CD 4
4
1 1.500
CD 5
4
1 2.000
CD 6
4
1 1.500
"
W S P G W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD LISTING
HEADING LINE
NO 1
IS -
STORM DRAIN
LINE "E"
WATER SURFACE PRESSURE GRADIENT ..
HEADING LINE
NO 2
IS -
TRACT NO. 31681 -1 TD
DESERT @ CORAL MOUNTAIN,
LA QUINTA
HEADING LINE
NO 3
IS -
FILE: PHASEILINEE.OUT
W S P G W
PAGE NO
2
WATER SURFACE
PROFILE -
ELEMENT CARD LISTING
ELEMENT NO
1 IS
A SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W
S ELEV
1000.000
422.690
1
425.700
ELEMENT NO
2 IS
A REACH
U/S DATA STATION
INVERT
SECT. N
RADIUS
ANGLE
ANG PT
MAN H
1029.950
424.520
1 .009
.000
.000
.000
0
ELEMENT NO
3 IS
A REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1038.250
425.370
1 .009
.000
.000
.000
0
ELEMENT NO
4 IS
A REACH
U/S DATA STATION
•INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1250.000
427.760
1 .009
.000
.000
19.281
0
ELEMENT NO
5 IS
A JUNCTION
U/S DATA STATION
INVERT
SECT LAT -1 LAT -2 N
Q3
Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1262.780
427.760
3 2 0 - .009
8.800
.000
428.010
.000
- 45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
6 IS A JUNCTION
U/S DATA STATION
INVERT
SECT LAT -1 LAT -2 N
Q3
Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1287.740
428.530
5 4 0 .009
8.800
.000
428.780
.000
- 45.000
.000
,RADIUS
ANGLE
.000
.000
ELEMENT NO
7 IS'A
TRANSITION
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
1291.410
428.640
6 .009
.000
.000
ELEMENT NO
8 IS
A REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1436.420
433.100
6 .009
106.000
78.382
.000
0
ELEMENT NO
9 IS
A REACH
U/S DATA ' STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1589.560
433.870
6 .009
.000
.000
.000
0
ELEMENT NO
10 IS
A SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W
S.ELEV
1589.560
433.870
6
433.870
M M M M. M M M M M M M MM M M M M M M
FILE: PHASEILINEE.WSW
W S P
G W-
CIVILDESIGN
Version
14.06
PAGE
1
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9-
2 -2004
Time:
4:54:
0
STORM DRAIN
LINE
"E" WATER
SURFACE
PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT
@ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEE.OUT
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth I
Width
IDia. -FTlor
-I- -I-
I.D.1
ZL
IPrs /Pip
-I
-I-
L /Elem ,ICh
-I-
Slope I
-I-
-i-
I I
-I-
I
-I-
-I-
SF Avel
-I- -I-
HF ISE DpthlFroude
-I-
NINorm
Dp
I "N" I
-1-
X -Fall)
ZR
,IType
Ch
++++++++*
1+++++++++ 1++++++++
1+++++++++ I+++++++++
I++,
r++ �+
l+++++++ 1.+++++++>
Ir++
f+*+
I++++*+++ I
+ * + + + + + +I + + + + + + +I
+ + + + * + +I
I
+ + + +•
I + + + + + ++
i
1000.000
I I
422.690
1.102
I I
423.792
I
30.70
17.29
I
4.64
I
428.44
.00
I I
1.87
1.99
I I
2.000
.000
-I-
.00
1
.0
-I-
7.251
-I-
.0611
-I-
-I-
-I-
-I-
-I-
.0245
-I-
.18
-I-
1.10
-I-
3.23
.85
-I- -I-
.009
.00
.00
1-
PIPE
1007.251
I I
423.133
1.132
I I
424.265
I
30.70
16.73
I
4.34 .428.61
I
.00
I I
1.87
1.98
I I
2.000
I
.000
.00
I
1
.0
8.935
.0611
.0221
.20
1.13
3.06
.85
.009
.00
.00
PIPE
1016.186
I I
423.679
1.178
I I
424.857
I
30.70
15.95
I
3.95
I
428.81
.00
I I
1.87
1.97
I I
2.000
I
.000
.00
I
1
.0
-I-
7.478
-I-
.0611
-I-
-I-
-I-
-I-
-I-
.0195
-I-
.15
-I-
1.18
-I-
2.84
.85
-I- -I-
.009
-I-
.00
.00
1-
PIPE
1023.663
I I
424.136
1.226
I I
425.362
I
30.70
15.21
I
3.59
I
428.95
.00
I I
1.87
1.95
I I
2.000
I
.000
.00
I
1
.0
-I-
6.287
-I-
.0611
-I-
-I-
-I-
-I-
-i-
.0173
-I-
.11
-I-
1.23
-I-
2.63
.85
-I- -I-
.009
-I-
.00
.00
1-
PIPE
1029.950
I I
424.520
1.277
I I
425.797
I
30.70
14.50
I
3.26
I
429.06
.00
I I
1.87
1.92
I I
2.000
I
.000
-I-
.00
I
1
.0
-I-
1.843
-I-
.1024
-I-
-I-
-I-
-I-
-I-
.0156
-I-
.03
-I-
1.28
-I-
2.43
.74
-i- -I-
.009
.00
.00
1-
PIPE
1031.792
I I
424.709
1.311
I I
426.020
I
30.70
14.05
I
3.07
I
429.09
.00
I I
1.87
1.90
I I
2.000
I
.000
-I-
.00
I
1
.0
-I-
2.515
-I-
.1024
-I-
-I-
-I-
-I-
-I-
.0142
-I-
.04
-I-
1.31
-I-
2.31
.74
-I- -i-
.009
.00
.00
1-
PIPE
1034.307
I I
424.966
1.368
I I
426.334
I
30.70
13.40
I
2.79
I
429.12
.00
I I
1.87
1.86
I I
2.000
I
.000
-I-
.00
i
1
.0
-I-
2.145
-i-
.1024
-I-
-I-
-I-
-I-
-I-
.0126
-I-
.03
-I-
1.37
-I-
2.13
.74
-I- -I-
.009
.00
.00
1-
PIPE
1036.452
I I
425.186
1.429
I I
426.615
I
30.70
12.78
I
2.53
I
429.15
.00
I I
1.87
1.81
I I
2.000
I
.000
-I-
.00
I
1
.0
-I-
1.798
-I-
.1024
-I-
-I-
-I-
-I-
-I-
.0113
-I-
.02
-I-
1.43
-I-
1.95
.74
-I- -I-
.009
.00
.00
1-
PIPE
1038.250
I I
425.370
1.496
I I
426.866
I
30.70
12.18
I
2.30
I
429.17
.00
I
1.87
I
1.74
I
2.000
-1- -1-
I I
.000
-1-
.00
I
1
1-
.0
-I-
12.099
-I-
.0113
-I-
-I-
-I-
-I-
-I-
.0107
-1-
.13
71-
1.50
-1-
1.78
1.46
.009
.00
.00
PIPE
N
t�
�e
p�
V'�i
FILE: PHASEILINEE.WSW
W S P
G W- CIVILDESIGN
Version
14.06
PAGE 2
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9-
2 -2004
Time:
4:54: 0
STORM DRAIN
LINE
"E" WATER
SURFACE
PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT
@ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEE.O,UT
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev I
Depth
I Width
IDia. -FTIor
I.D.I
-I-
ZL
-I
IPrs /Pip
-I-
L /Elem
-I-
ICh Slope I
-I-
I
-I-
I
-I-
T
-I-
-I-
SF Avel
-I- -I-
HF ISE DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N"
I X -Fa111
ZR
IType Ch
+ xxx+ xx++
Ix+ xx+ xxx+ Ixx++++ xxl++ xxx+ x+ xl+++
xx*+++ I+++
xx+ xl+
xx++ x+ Ix++++++
xxl+ x+ xxxxlxx+
xxxxxlxxx
+x +xxlxx
+x +x +I
+ + +xxxxlxx
+x+
lxx + + + ++
1050.349
I
425.507
I
1.499
I
427.006
I
30.70
12.15
I
2.29
I
429.30
I
.00
1.87
I
1.73
I
2.000
I I
.000
.00
I
1 .0
-I-
113.849
-I-
.0113
-I-
-I-
-I-
-I-
-I-
.0101
-I-
1.15
-I-
1.50
-I-
1.77
-I-
1.46
-I-
.009
-I-
.00
.00
1-
PIPE
1164.198
426.792
1.572
428.364
30.70
11.59
2.08
430.45
.00
1.87
1.64
2.000
.000
-I-
.00
1 .0
-I-
49.781
-I-
.0113
-I-
-I-
-I-
-I-
-I-
.0091
-I-
.45
-I-
1..57
-I-
1.61
-I-
1.46
-I-
.009
.00
.00
1-
PIPE
1213.979
I I
427.353
I
1.654
I
429.008
I
30.70
11.05
I
1.90
I
430.90
I
.00
1.87
I
1.51
I
2.000
I I
.000
.00
I
1 .0
26.230
.0113
.0083
.22
1.65
1.44
1.46
.009
.00
.00
PIPE
1240.209
I I
427.650
I
1.749
I
429.399
I
30.70
10.53
I
1.72
I
431.12
I
.00
1.87
I
1.32
I
2.000
I I
.000
.00
I
1 .0
-I-
9.791
-I-
.0113
-I-
-I-
-I-
-I-
-I-
.0078
-I-
.08
-I-
1.75
-I-
1.25
-I-
1.46
-I-
.009
-I-
.00
.00
I-
PIPE
1250.000
I I
427.760
I
1.873
I
429.633
I
30.70
10.04
I
1.57
I
431.20
I
.00
1.87
I
.98
I
2.000
I I
.000
.00
I
1 .0
-I-
JUNCT STR
-1-
.0000
-I-
-I-
-I-
-I-
-I-
.0061
-I-
.08
-I-
1.87
-I-
1.00
-I-
-I-
.009
-I-
.00
.00
I-
PIPE
1262.780
I i
427.760
I
3.198
I
430.958
I
21.90
6.97
I
.75
I
431.71
I
.00
I
1.67
.00
I
2.000
I I
.000
.00
I
1 .0
-I-
JUNCT STR
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0030
-I-
.08
-1-
3.20
-17
.00
-I-
-I-
.009.
-1-
.00
.00
1-
PIPE
1287.740
I I
428.530
I
3.167
I
431.697
I
13.10
4.17
I
.27
I
431.97
I
.00
I
1.30
.00
I
2.000
I I
.000
-I-
.00
I
1 .0
-I-
TRANS STR
-1-
.0300
-I-
-I-
-1-
-1-
-I-
.0045
-I-
.02
-I-
3.17
-1-
.00
-I-
-1-
.009
.00
.00
I-
PIPE
1291.410
I I
428.640
I
2.607
I
431.247
I
13.10
7.41
I
.85
I
432.10
I
.00
1.35
I
.00
I
1.500
I I
.000
-I-
.00
I
1 .0
-I-
6.106
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0075
-I-
.05
-I-
.00
-I-
.00
-I-
.74
-I-
.009
.00
.00
1-
PIPE
1297.516
I I
428.828
I
2.476
I
431.304
I
13.10
7.41
I
.85
I
432.16
I
.00
1.35
I
.00
I
1.500
I I
.000
.00
I
1 .0
HYDRAULIC
JUMP
FILE: PHASEILINEE.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE
3
Program
Package Serial Number:
1586
WATER
SURFACE PROFILE LISTING
Date: 9-
2 -2004
Time:
4:54:
0
STORM DRAIN
LINE
"E" WATER
SURFACE PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT
@ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEE.OUT
I Invert I
Depth
I water I
R I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
Wt1
INo Wth
Station
-I-
I Elev I
-I-
(FT)
I Elev I
(CFS) I
-I-
(FPS)
Head I
Grd.El.l
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
-I-
-I-
I I
'I
-I-
-I-
SF Aver
-I-
HF ISE
-I-
DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N" I
-I-
X -Fal1I
-I
ZR
IType
Ch
I I
1297.516
428.828
.774
I I
429.602
I
13.10
14.23
I
3.15
I
432.75
.09
I I
1.35
1.50
I I
1.500
I
.000
.00
i
1
.0
-I-
25.630
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0258
-I-
.66
-I-
.86
-I-
3.20
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1323.146
429.616
.792
430.408
13.10
13.83
2.97
433.38
.08
1.35
1.50
1.500
.000.
.00
1
.0
32.103
.0308
.0233
.75
.88
3.06
.74
.009
.00
.00
PIPE
1355.249
I I
430.603
I
.823
I
431.427
I
13.10
13.18
I
2.70
I
434.13
.08
I I
1.35
1.49
I I
1.500
I
.000
.00
I
1
.0
-I-
20.875
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0206
-I-
.43
-I-
.90
-I-
2.85
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1376.124
I I
431.246
I
.856
I
432.102
I
13.10
12.57
I
2.45
I
434.56
.07
I I
1.35
1.48
I I
1.500
I
.000
.00
I
1
.0
-I-
15.043
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0182
-I-
.27
-I-
.92
-I-
2.64
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1391.167
-I-
I I
431.708
I
.890
I
432.598
I
13.10
11.99
I
2.23
I
434.83
.06
I I
1.35
1.47
I I
1.500
I
.000
.00
I
1
.0
11.369
-i-
.0308
-I-
-I-
-I-
-I-
-I-
.0161
-I-
.18
-I-
.95
-I-
2.45
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1402.535
-I-
I I
432.058
I
.926
I
432.984
I
13.10
I
11.43
I
2.03
I
435.01
.06
I I
1.35
1.46
I I
1.500
I
.000
'
.00
I
1
.0
8.807
-I-
.0308
-I-
-I-
-1-
71-
-1-
.0143
-I-
.13
-1-
.98
-1-
2.27
-1-
.74
-1-
.009
-1-
.00
.00
1-
PIPE
1411.343
I I
432.329
I
.965
I
433.294
I
13.10
10.90
I
1.84
I
435.14
.05
I I
1.35
1.44
I I
1.500
I
.000
.00
I
1
.0
6.993
.0308
.0127
.09
1.02
2.10
.74
.009
.00
.00
PIPE
1418.336
I I
432.544
I
1.006
I
433.550
I
13.10
10.39
I
1.68
I
435.23
.04
I I
1.35
1.41
I I
1.500
I
.000
.00
I
1
.0
-I-
5.557
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0113
-I-
.06
-I-
1.05
-I-
1.94
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1423.893
I I
432.715
I
1.050
I
433.765
I
13.10
9.91
I
1.52
I
435.29
.04
I I
1.35
1.37
I I
1.500
I
.000
.00
I
1
. -0
4.370
.0308
.0100
.04
1.09
1.78
.74
.009
.00
.00
PIPE
r�
Ok7x
FILE: PHASEILINEE.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE
8
Program
Package Serial
Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9-
2 -2004
Time:
4:54:
0
STORM DRAIN
LINE
"E" WATER
SURFACE
PRESSURE GRADIENT
TRACT NO. 31681 -1 TD DESERT
@ CORAL
MOUNTAIN, LA QUINTA
FILE: PHASEILINEE.OUT
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
Wt1
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
I Depth
I Width
IDia. -FTlor
I.D.1
ZL
IPrs /Pip
-I-
L /Elem
-I-
ICh Slope I
-I-
I
-I-
I
-I-
I
-I-
-I-
SF Avel
-I-
HF ISE
-I-
DpthlFroude
-I-
NINorm
Dp
-I- -I-
I "N" I
-1-
X -Fall)
ZR
-1
-IType
Ch
**+*+**##
I* xx#####* 1x++*+*
x# 1# x+ x+ x+ xx1*++++
x+** 1+*++##+
I+#++* r* Ixxx**++**
I++*++*+
I+++*+++*
I * * + #x + * *1 *x * #x # *Ixxxxxxxlxx
* +*
I * +xxx ++
1428.263
I I
432.849
-I-
I
1.098
I
433.947
I
13.10
9.45
I
1.39
I
435.33
.03
I
1.35
I
1.33
I I
1.500
I
.000
.00
I
1
.0
-I-
3.398
.0308
-I-
-I-
-I-
-I-
-I-
.0090
-I-
.03
-I-
1.13
-I-
1.63
.74
-I- -I-
.009
-I-
.00
.00
1-
PIPE
1431.661
I I
432.954
I
1.150
I
434.104
I
13.10
9.01
I
1.26
I
435.36
.03
I
1.35.
I
1.27
I I
1.500
I
.000
.00
I
1
.0
-I-
2.493
-I-
.0308
-I-
-I-
-I-
-I-
-I-
.0081
-I-
.02
-I-
1.18
-I-
1.48
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1434.154
I I
433.030
-I-
I
1.208
I
434.238
I
13.10
8.59
I
1.14
I
435.38
.03
I
1.35
I
1.19
I I
1.500
I
.000
.00
I
1
.0
-I-
1.627
.0308
-I-
-I-
-I-
-I-
-I-
.0074
-I-
.01
-I-
1.23
-I-
1.34
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1435.782
I I
433.080
-I-
I
1.274
I
434.354
I
13.10
8.19
I
1.04
I
435.40
.02
I
1.35
I
1.07
I I
1.500
I
.000
.00
I
1
.0
-I-
.638
.0308
-I-
-I-
-I-
-I-
-I-
.0068
-I-
.00
-I-
1.30
-I-
1.18
-I-
.74
-I-
.009
-I-
.00
.00
1-
PIPE
1436.420
-I-
I I
433.100
-I-
I
1.354
I
434.454
I
13.10
7.80
I
.95
I
435.40
.00
I
1.35
I
.89
I I
1.500
I
.000
.00
I
1
.0
21.634
.0050
-I-
-I-
-I-
-I-
-I-
.0066
-I-
.14
-I-
1.35
-I-
1.00
-I-
1.50
-I-
.009
-I-
.00
.00
1-
PIPE
1458.054
i I
433.209
-I-
I
1.475
I
434.684
I
13.10
7.44
I
.86
I
435.54
.00
I
1.35
I
.38
I I
1.500
I
.000
.00
I
1
.0
-I-
10.529
.0050
-I-
-I-
-I-
-I-
-I-
.0068
-I-
.07
-I-
1.48
-I-
.61
-I-
1.50
-I-
.009
-I-
.00
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1-
PIPE
1468.583
I I
433.262
I
1.500
I
434.762
I
13.10
7.41
I
.85
I
435.62
.00
I
1.35
I
.00
I I
1.500
I
.000
.00
I
1
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120.977
-I-
.0050
-I-
-I-
-I-
-I-
-I-
.0072
-I-
.87
-I-
1.50
-I-
.00
-I-
1.50
-I-
.009
-I-
.00
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1-
PIPE
1589.560
-I-
I I
433.870
-I-
I
1.794
-I-
I
435.664
-I-
I
13.10
-I-
7.41
-I-
I
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-I-
I
436.52
-I-
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-I-
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1.35
-I-
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1.500
-I-
I
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1
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.0
T1
. 1
WATER PRESSURE GRADIENT ANALYSIS LINE "E -1" CATCH BASIN # 4 0
'
T2
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
T3
FILE: PHASEILINEEI
SO
1262.780 428.010 1
431.000
R
1270.430 428.160 1 .009
.000 .000 0
'
SH
1270.430 428.160 1
428.160
CD
1 4 1 .000 1.500 .000 .000 .000
.00
Q
8.800 .0
FILE: PHASEILINEEI.WSW W S P.G W - EDIT LISTING - Version 14.06 Date: 9 -21 -2004 Time: 1:32:58
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 1.500
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "E -1" CATCH BASIN # 4
HEADING LINE NO 2 IS -
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE NO 3 IS
FILE: PHASEILINEEI
W S P G W PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
1262.780 428.010 1 431.000
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1270.430 428.160 1 .009 .000 .000 .000 0
ELEMENT NO 3 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
1270.430 428.160 1 428.160
FILE: PHASEILINEEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9 -21 -2004 Time: 1:33: 2
WATER PRESSURE GRADIENT ANALYSIS LINE "E -1" CATCH BASIN # 4 .
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
FILE: PHASEILINEEI
#**# x****}*##***##*##**** x*******#*******## x* xx******##**# x* x* xx* xx#* x*****#*#**** f* R# xxxxx * * *xxxx * * # * # # # ** #xxxxR * # ** **# ** # # # * * ***
Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight /Base Wtj [No Wth
` Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia. -FTIor I.D.I ZL jPrs /Pip .
L /Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch
++++**+*# I*##+####+ I####** x* Ixxxx** xx* Ix#*#####* I*****+* I####+## I#+# x*##* xl** xx*#* I# x* x*+*+ Ixxx * # # #xl * * * * * * #I # + # ### #Ix # * #* I * * # * # ++
1262.780 428.010 2.990 431.000 8.80 4.98 .39 431.39 .00 1.15 .00 1.500 .000 .00 1 .0
7.650 .0196 .0034 .03 2.99 .00 .67 .009 .00 .00 PIPE
1270.430 428.160 2.866 431.026 8.80 4.98 .39 431.41 .00 1.15 .00 1.500 .000 .00 1 .0
'
T1
WATER PRESSURE GRADIENT ANALYSIS LINE "E -2" CATCH BASIN # 3 0
T2
DT DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
T3
FILE: PHASEILINEE2
SO
1287.740 428.780 1
431.700
R
1297.860 428.980 1 .009
.000 .000 0
SH
1297.860 428.980 1
428.980
CD
1 4 1 .000 1.500 .000 .000 .000
.00
Q
8.800 .0
•
i.
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{
/414
FILE: PHASEILINEE2.WSW W S P G W - EDIT LISTING - Version 14.06 Date:
9-21 -2004
Time: 1:40: 4
WATER SURFACE PROFILE - CHANNEL DEFINITION
LISTING,
PAGE 1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2)
Y(3) Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1 1.500
W S P G W
PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING' LINE
NO 1
IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "E -2" CATCH BASIN # 3
HEADING LINE
NO 2
IS -
DT DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY
OF LA QUINTA
HEADING LINE
NO 3
IS -
FILE: PHASEILINEE2
W S P G W
PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1 IS
A SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
1287.740 428.780 1
431.700
ELEMENT NO
2 IS
A REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT MAN H
1297.860 428.980 1 .009
.000
.000
.000 0
ELEMENT NO
3 IS
A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
1297.860 428.980 1
428.980
FILE: PHASE_1LINEE2.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9 -21 -2004 Time: 1:40: 8
WATER PRESSURE GRADIENT ANALYSIS LINE "E -2" CATCH BASIN # 3
DT DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
FILE: PHASEILINEE2
Invert Depth Water Q Vel_ Vel I Energy I Super ICriticalIFlow ToplHeight /Base Wtj INo Wth
Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip
L /Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch
1287.740 428.780 2.920 431.700 8.80 4.98 .39 432.09 .00 1.15 .00 1.500 .000 .00 1 .0
10.120 .0198 .0034 .03 2.92 .00 .67 .009 .00 .00 PIPE
1297.860 428.980 2.754 431.734 8.80 4.98 .39 432.12 .00 1.15 .00 1.500 .000 .00 1 .0
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T1
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE• "A"
T2
TD DESERT DEVELOPMENT, CITY
OF LA QUINTA,
CALIFORNIA
T3
FILE: LINE.OUT
SO
988.000
428.000
1
428.000
(
,
R
1188.960
429.040
1
.010
JX
1188.970
429.040
3 2
010 1.700
429.210
R
1283.850
429.540
3
.010
JX
1285.850
429.550
5 4
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430.550
JX
1305.430
429.660
7 6
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430.660
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1370.380
430.000
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SH
1370.380
430.000
5
430.000
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1 4 1
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1.000
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.000
.00
CD
7 4 1
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. ANv�G�si 1,44# e0A A
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FILE: LINE.WSW
W S P
G W - EDIT LISTING - Version 14.06
Date:
6 -16 -2004
Time: 2:24:49
WATER SURFACE PROFILE - CHANNEL DEFINITION
LISTING
CARD SECT
CHN NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR INV Y(1)
Y(2) Y(3)
Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1
1.500
CD 2
4
1
.670
CD 3
4
1
1.000
CD 4
3
0 .000 2.000
2.000
.000 .000 .00
CD 5
4
1
1.000
CD 6
4
1
1.000
CD 7
4
1
1.000
WATER SURFACE
PROFILE
- TITLE CARD LISTING
HEADING LINE
NO
1 IS -
WATER SURFACE PRESSURE
GRADIENT ANALYSIS LINE
"A"
HEADING LINE
NO
2 IS -
TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
HEADING LINE
NO
3 IS -
FILE: LINE A
W S P G W
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT NO
1
IS A SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
988.000
428.000
1
428.000
ELEMENT NO
2
IS A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1188.960
429.040
1 .010
.000
.000
.000
0
ELEMENT NO
3
IS A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N
Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1188.970
429.040
3 2 0 .010
1.700
.000
429.210
.000 - 45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
4
IS A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1283.850.
429.540
3 .010
.000.
.000
.000
0
ELEMENT NO
5
IS A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N
Q3
04
INVERT -3 INVERT -4 PHI
3 PHI 4
1285.850
429.550
5 4 0 .010
1.300
.000
430.550
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
6
IS A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N
Q3
04
INVERT -3 INVERT -4 PHI
3 PHI 4
1305.430
429.660
7 6 0 .010
2.000
.000
430.660
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
7
IS A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1370.380
430.000
5 .010
.000
.000
.000
0
ELEMENT NO
8
IS A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W
S ELEV
_`
1370.380
430.000
5
430.000
J
FILE: LINE.WSW
W S P
G W - -
CIVILDESIGN Version
14.06
PAGE
1
Program
Package Serial Number:
1586
WATER
SURFACE
PROFILE LISTING
Date: 6 -16 -2004
Time:
2:24:55
WATER SURFACE PRESSURE
GRADIENT
ANALYSIS LINE
"A"
TD DESERT
DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE:
LINE.OUT
# f* f** f #f * ** *f * * #ff ** *i #f #f * #f # * *ff4ff
#fff * *ifff *fff* #ffff
*ffff *fff
***f #fffAfffffffffiffff
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f * * #f **#
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /lBase
Wtj
ENO Wth
Station I
Elev
(FT)
Elev
I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem ICh Slope
I
I
I
SF Avel
HP SSE
DpthIFroude
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Dp
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X -Fall
ZR
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Ch
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988.000
428.000
.838
428.838
5.90
5.81
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429.36
.00
.94
1.49
1.500
.000
.00
1
.0
135.506
.0052
.0052
.70
.84
1.24
.84
.010
.00
.00
PIPE
1123.506
428.701
.838
429.539
5.90
5.81
.52
430.06
.00
.94
1.49
1.500
.000
.00
1
.0
51.606
.0052
.0049
.25
.84
1.24
.84
.010
.00
.00
PIPE
1175.112
428.968
.864
429.832
5.90
5.59
.49
430.32
.00
.94
1.48
1.500
.000
.00
1
.0
11.878
.0052
.0044
.05
.86
1.17
.84
.010
.00
.00
PIPE
1186.989
429.030
.899
429.929
5.90
5.33
.44
430.37
.00
.94
1.47
1.500
.000
.00
1
.0
1.971
.0052
.0039
.01
.90
1.08
.84
.010
.00
.00
PIPE
1188.960
429.040
.938
429.978
5.90
5.08
.40
430.38
.00
.94
1.45
1.500
.000
.00
1
.0
JUNCT STR
.0000
.0056
.00
.94
1.00
.010
.00
.00
PIPE
1188.970
429.040
.991
430.031
4.20
5.36
.45
430.48
.00
.86
.19
1.000
.000
.00
1
.0
- 3.445
.0053
.0076
.03
.99
.47
1.00
.010
.00
.00
PIPE
1192.415
429.058
1.000
430.058
4.20
5.35
.44
430.50
.00
.86
.00
1.000
.000
.00
1
.0
91.435
.0053
.0079
.72
1.00
.00
1.00
.010
.00
.00
PIPE
1283.850
429.540
1.270
430.810
4.20
5.35
.44
431.25
.00
.86
.00
1.000
.000
.00
1
.0
JUNCT STR
.0050
.0061
.01
1.27
.00
.010
.00
.00
PIPE
1285.850
429.550
1.737
431.287
2.90
3.69
.21
431.50
.00
.73
.00
1.000
.000
.00
1
.0
JUNCT STR
.0056
.0021
.04
1.74
.00
.010
.00
.00
PIPE
J
FILE: LINE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 6 -16 -2004 Time: 2:24:55
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "A"
TD DESERT DEVELOPBOM, CITY OF LA QUINTA, CALIFORNIA
FILE: LINE.OUT
Invert Depth water Q Vel Vel Energy I Super ICriticallFlow ToplHeight /lBase WtI ENO Wth
Station I Elev (FT) Elev (CFS) (FPS) Head Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 2L IPrs /Pip
L /Elem ICh Slope I SF Aver HF ISE DpthIFroude NINorm Dp I "N" I X -Fall 2R IType Ch
III I
1305.430 429.660 2.052 431.712 .90 1.15 .02 431.73 .00 .40 .00 1.000 .000 .00 1 .0
64.950 .0052 .0004 .02 2.05 .00 .35 .010 .00 .00 PIPE
1370.380 430.000 1.736 431.736 .90 1.15 .02 431.76 .00 .40 .00 1.000 .000 .00 1 .0
T1 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "A -1" 0
T2 TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
T3 FILE: AILINE.WSW
SO 1188.960 429.220 1 429.980
R 1267.260 445.000 1 .009 .000 .000 0
SH 1267.260 445.000 1 445.000
CD 1 4 1 .000 .500 .000 .000 .000 .00
Q 1.700 .0
la
M = = = = = M on = = = r = ME = r M
W S P G W - EDIT LISTING - Version 14.06
Date: 6 -30 -2004 Time: 8:48:24
FILE: AILINE.WSW
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3)
Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 .500
PAGE NO 1
W S P G W
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "A -1"
HEADING LINE NO 2 IS -
TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
HEADING LINE NO 3 IS -
FILE: AILINE.OUT
PAGE NO 2
W S P G W
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
W S
U/S DATA STATION INVERT SECT
1188.960 429.220 1
. 98
4299.98 0
ELEMENT NO 2 IS A REACH
RADIUS ANGLE ANG PT MAN H
U/S DATA STATION INVERT SECT N
.000 0
1267.260 445.000 1 .009
.000 .000
ELEMENT NO 3 IS A SYSTEM HEADWORKS
W S ELEV
U/S DATA STATION INVERT SECT
1267.260 445.000 1
445.000
FILE: AILINE.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE
1
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:
8:48:31
WATER SURFACE PRESSURE GRADIENT ANALYSIS
LINE "A
-1"
TD DESERT
DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE:
AILINE.OUT
fi *tff #fit #f
*#ff## #* fit #ff# #fi tf4ff #ttff #ffififfff
tffff *ff *f tffft*
fff #ffff
* *fffA *ff # * #f ifit#
fffif* #*#tf *#f }
#f # *ff *ff #f *f #f *#* #fifi*
#fi i* * #fi#
Invert
1 Depth
Water
Q
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight
/lBase
Wtl
ENO Wth
Station
I Elev
I (FT)
Elev
(CFS) 1
(FPS)
Head I
Grd.E1.1
Elev I
Depth
I Width
IDia. -FTIor
I.D.1
ZL
jPrs /Pip
L /Elem
ICh Slope
I
I I
SF Avel
HF ISE DpthlFroude NINorm
Dp
I "N" I
X -Fa11I
ZR
IType
Ch
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lfff* fififflf *ttff # #fI
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if ffff* I
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* *ff *ffflf
# *fffflf
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* # ##*
l #f *ff *#
1188.960
l
429.220
! I
.241
429.461
I I
1.70
18.13
I
5.10
I
434.56
I
.00
.50
I
.50
I I
.500
I
.000
.00
I
1
.0
28.038
.2015
.1929
5.41
.24
7.37
.24
.009
.00
.00
PIPE
1216.998
434.870
.245
435.116
1.70
17.72
4.88
439.99
.00
.50
.50
.500
.000
.00
1
.0
16.818
.2015
.1757
2.95
.25
7.13
.24
.009
.00
00
PIPE
1233.815
438.260
.254
438.514
1.70
16.90
4.43
442.95
.00
.50
.50
.500
.000
.00
1
.0
8.401
.2015
.1547
1.30
.25
6.64
.24
.009
.00
I
.00
PIPE
I
1242.216
I I
439.953
I
.264
440.217
I I
1.70
16.11
I
4.03
I
444.25
I
.00
.50
I
.50
I I
.500
.000
.00
1
.0
5.476
.2015
.1366
.75
.26
6.18
.24
.009
.00
.00
PIPE
1247.692
441.056
.275
441.331
1.70
15.36
3.66
445.00
.00
.50
.50
.500
.000
.00
1
.0
3.991
.2015
.1206
.48
.28
5.74
.24
.009
I
.00
i
.00
PIPE
I
1251.683
I I
441.861
I
.285
442.146
I I
1.70
14.65
I
3.33
I
445.48
I
.00
SO
I
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I
.500
.000
.00
1
.0
3.059
.2015
.1065
.33
.29
5.33
.24
.009
.00
.00
PIPE
1254.742
442.477
.297
442.774
1.70
13.96
3.03
445.80
.00
.50
.49
.500
.000
.00
1
I_
.0
2.454
.2015
.0943
.23
.30
4.94
.24
.009
.00
.00
PIPE
1257.196
442.972
.309
443.281
1.70
13.31
2.75
446.03
.00
.50
.49
.500
.000
.00
1
.0
2.010
.2015
.0835
.17
.31
4.58
.24
.009
.00
.00
PIPE
1259.207
443.377
.322
443.699
1.70
12.70
2.50
446.20
00
.50
.48
.500
.000
.00
1
.0
1.677
.2015
.0742
.12
32
4.23
.24
.009
.00
.00
PIPE
�Y�G
FILE: AILINE.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 2
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:
8:48:31
WATER SURFACE
PRESSURE
GRADIENT ANALYSIS LINE
"A -1"
TD DESERT
DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE:
AILINE.OUT
*##** ff*#**
f*** fff*## ff## fff* ffff* ff# ff
f# ifff# fff
# #ffff #ffff *ff #f
*#ff *fff *fR
*f ifffff * # #ff *ff
* # *ff #ff *ff # #ffff *ffffff #
# # * *f
fif *ff #*
I Invert I
Depth
I Water
I Q I
Vel
Vel. I
Energy I
Super
ICriticallFlow
ToplHeight/
Base WtI
INO Wth
Station
I Elev 1
(FT)
I Elev
I (CPS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
1
I
SF Avel
HF ISE DpthlFroude
NINorm Dp
I "N"
I X -Fa11I
ZR
IType Ch
* * ##ffff *�
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# # # #ff #flf *ff *fflf
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# #f *#
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1260.883
443.715
.336
444.051
1.70
12.10
2.28
446.33
.00
.50
.47
.500
.000
.00
1 .0'
1.416
.2015
.0661
.09
.34
3.90
.24
.009
.00
.00
PIPE
1262.299
444.000
.351
444.351
1.70
11.54
2.07
446.42
.00
.50
.46
.500
.000
.00
1 .0
1.207
.2015
.0590
.07
.35
3.58
.24
.009
.00
.00
PIPE
1263.506
444.243
.367
444.611
1.70
11.00
1.88
446.49
.00
.50
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.500
.000
.00
1 .0
1.035
.2015
.0528
.05
.37
3.28
.24
.009
.00
.00
PIPE
1264.541
444.452
.384
444.836
1.70
10.49
1.71
446.55
.00
.50
.42
.500
.000
.00
1 .0
1-
-I-
.885
-I'-
.2015
-1-
-1-
-I-
-1-
-I-
.0475
-I-
.04
-I-
.38
-I-
2.98
-I-
.24
-I-
.009
-I-
.00
.00
PIPE
1265.426
444.630
.403
445.034
1.70
10.00
1.55
446.59
.00
.50
.40
.500
.000
.00
1 .0
.753
.2015
.0431
.03
40
2.69
.24
.009
.00
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PIPE
1266.179
444.782
.425
445.207
1.70
9.54
1.41
446.62
.00
.50
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.500
.000
.00
1 .0
.627
.2015
.0398
.02
.43
2.38
.24
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(
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PIPE
I
1266.807
I I
444.909
I
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445.361
I I
1.70
9.09
I
1.28
(
446.64
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1
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1
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I I
.500
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1 .0
.453
.2015
.0397
.02
.45
2.01
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.00
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PIPE
1267.260
_I_
445.000
_I_
.496
_I_
445.496
_I_
1.70
_I_
8.67
_I_
1.17
_I_
446.66
_I_
.00
_I_
.50
_I_
.08
_I_
.500
_I_
.000
_I_
.00
1 .0
I_
'
T1
WATER SURFACE PRESSURE
GRADIENT
ANALYSIS LINE "B" 0
T2
TD DESERT DEVELOPMENT,
CITY
OF LA QUINTA, CALIFORNIA
T3
FILE: LINE_B_31681.OUT
SO
792.240 428.000 1
428.000
'
R
972.010 430.700 1
.009 .000 .000 0
JX
972.020 430.700 3
2
.009 .600 431.370 90.0 .000
R
1038.250 432.000 3
.009 .000 .000 0
SH
1038.250 432.000 3
432.000
CD
1' 4 1 .000
.670
.000 .000 .000 .00
CD
2 4 1 .000
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.000 .000 .000 .00
CD
3 4 1 .000
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.000 .000 .000 .00
Q
.600 .0
r
r
.
r
1
1
1
•.
i
FILE: LINE B
31681.WSW
W S P G W - EDIT LISTING - Version 14.06
Date:
6 -30 -2004
Time:10:11:
3
WATER SURFACE PROFILE - CHANNEL. DEFINITION LISTING
PAGE
1
CARD SECT
CHN
'NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1 .670
CD 2
4
1 .670
CD 3
4
1 .670
W S P G W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE
NO 1
IS -
WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "B"
HEADING LINE
NO 2
IS -
TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
HEADING LINE
NO 3
IS -
FILE: LINE_B 31681.OUT
W S P G W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1 IS
A SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
792.240 428.000 1
428.000
ELEMENT NO
2 IS
A REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
972.010 430.700 1 .009
.000
.000
.000
0
ELEMENT NO
3 IS
A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
972.020 430.700 3 2 0 .009 .600
.000 431.370
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
4 IS
A REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1038.250 432.000 3 .009
.000
.000
.000
0
ELEMENT NO
5 IS
A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
1038.250 432.000 3
432.000
ww �w w w w w w w� w w �w ww ww ■w w ■� � � w�
FILE: LINE_B_31681.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE
1
Program
Package Serial
Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:10:11:
8
WATER SURFACE PRESSURE
GRADIENT
ANALYSIS LINE
"B"
TD DESERT
DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE: LINE_8_31681.ODT
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Invert
Depth
Water
Q
Vel Vel I
Energy I
Super
ICriticallFlow
ToplHeight/
Base Wti
INo Wth
Station I
Elev
(FT)
Elev
(CFS) I
(FPS) Head I
Grd.E1.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
jPrs /Pip
L /Elem ICh Slope I
I
I I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
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Ch
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792.240
428.000
.356
428.356
1.20
6.31 .62
428.97
.00
.52
.67
.670
.000
.00
1
.0
96.544
.0150
.0150
1.45
.36
2.08
.36
.009
.00
.00
PIPE
888.784
429.450
.356
429.806
1.20
6.31 .62
430.42
.00
.52
.67
.670
.000
.00
1
.0
48.390
.0150
.0141
.68
.36
2.08
.36
.009
.00
.00
PIPE
937.174
430.177
.369
430.546
1.20
6.01 .56
431.11
.00
.52
.67
.670
.000
.00
1
.0
14.170
.0150
.0125
.18
.37
1.94
.36
.009
.00
.00
PIPE
951.344
430.390
.384
430.774
1.20
5.73 .51
431.28
.00
.52
.66
.670
.000
.00
1
.0
7.861
.0150
.0110
.09
.38
1.80
.36
.009
.00
.00
PIPE
i
I
959.205
I
430.508
I
.399
430.907
I I
1.20
I
5.47 .46
I
431.37
.00
I f
.52
.66
I I
.670
I
.000
.00
1
.0
4.786
.0150
.0098
.05
.40
1.67
.36
.009
.00
.00
PIPE
963.991
430.580
.416
430.996
1.20
5.21 .42
431.42
.00
.52
.65
.670
.000
.00
1
.0
3.352
.0150
.0086
.03
.42
1.54
.36
.009
I
.00
I
.00
PIPE
I
I
967.344
I
430.630
I
.433
431.063
1 I
1.20
I
4.97 .38
I
431.45
.00
1 I
.52
.64
I
.670
.000
.00
1
.0
2.162
.0150
.0077
.02
.43
1.43
:36
.009
.00
.00
PIPE
969.506
430.662
.452
431.115
1.20
4.74 .35
431.46
.00
.52
.63
.670
.000
.00
1
.0
1.430
.0150
.0068
.01
.45
1.31
.36
.009
.00
.00
PIPE
970.936
430.684
.472
431.156
1.20
4.52 .32
431.47
.00
.52
.61
.670
.000
.00
1
.0
.877
.0150
.0061
.01
.47
1.21
.36
.009
.00
.00
PIPE
�1
FILE: LINE_
B_31681.WSW
W S P
G W - CIVILDESIGN Version
14.06
PAGE
2
Program
Package Serial
Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:10:11:
8
WATER SURFACE PRESSURE
GRADIENT
ANALYSIS LINE
"B"
TD DESERT
DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
FILE: LINE_ B_31681.OUT
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Depth
water
Q
Vel Vel I
Energy I
Super
ICriticallFlow
ToplHeight /Base
Wtj
ENO Wth
Station I
Elev
(FT)
Elev
(CFS) I
(FPS) Head I
Grd.El.j
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem ICh
Slope
I
I
I
SF Avel
HF SSE
DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType
Ch
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r, ewwlww►
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971.812
430.697
.493
431.190
1.20
4.31 .29
431.48
.00
.52
.59
.670
.000
.00
1
.0
.198
.0150
.0055
.00
.49
1.11
.36
.009
.00
.00
PIPE
972.010
430.700
.518
431.218
1.20
4.10 .26
431.48
.00
.52
.56
.670
.000
.00
1
.0
JUNCT STR
.0000
.0032
.00
.52
1.00
009
.00
.00
PIPE
972.020
430.700
.894
431.594
.60
1.70 .04
431.64
.00
.36
.00
.670
.000
.00
1
.0
12.105
.0196
- .0011
.01
.89
.00
.22
.009
.00
.00
PIPE
984.125
430.938
.670
431.608
.60
1.70 .04
431.65
.00
.36
.00
.670
.000
.00
1
.0
3.091
.0196
.0011
.00
.67
.00
.22
.009
.00
.00
PIPE
987.216
430.998
.607
431.605
.60
1.79 .05
431.65
.00
.36
.39
.670
.000
.00
1
.0
1.671
.0196
.0010
.00
.61
.34
.22
.009
.00
.00
PIPE
988.887
431.031
.571
431.602
.60
1.87 .05
431.66
.00
.36
.48
.670
.000
.00
1
.0
.467
.0196
.0011
.00
.57
.40
.22
.009
.00
.00
PIPE
989.354
431.040
.542
431.582
.60
1.96 .06
431.64
.00
.36
.53
.670
.000
.00
1
.0
HYDRAULIC JUMP
989.354
431.040
.225
431.265
.60
5.78 .52
431.78
.00
.36
.63
.670
.000
.00
1
.0
2.463
.0196
.0192
.05
.22
2.51
.22
.009
.00
.00
PIPE
991.817
431.089
.226
431.315
.60
5.72 .51'
431.82
.00
.36
.63
.670
.000
.00
1
.0
21.061
.0196
.0178
.38
.23
2.48
.22
.009
.00
.00
PIPE
=.= M = = = M M = ==11 = I♦ = I' = M
FILE: LINE_8_31681.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE
3
Program
Package Serial
Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:10:11:
8
WATER SURFACE PRESSURE
GRADIENT
ANALYSIS LINE
"B"
TD.DESERT
DEVELOPMENT, CITY OF LA
QUINTA, CALIFORNIA
FILE: LINE_B_31681.OUT
i
Invert I
Depth
I Water
I Q I
Vel Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station I
Elev I
(FT)
I Elev
I (CPS) 1
(FPS) Head I
Grd.El.l
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
-I- -I-
L /Elem ICh Slope I
-1-
-I-
I
-I-
I I
-I- -I-
SF Avel
-I- -I-
HF ISE DpthlFroude
-I-
NINorm Dp
-1- -I-
I "N"
-I-
I X -Fall)
ZR
-I
IType
Ch
xx# wx*** rl#* xx# xx* xla+#*###*
I I
1*#x#x xxxxlxx#
I
x*# xxxlxxx#*
I I
wxlxx* x# xxlxxxxxxx#
I
xlxxxxxxxl#
I
xxxxxxxlxw
I I
# #xxxxlxxrxx # *Ixxx
I
* # # #Irxxxw
I I
Ix # # #x #x
I
1012.877
431.502
.234
431.736
.60
5.46 .46
432.20
.00
.36
.64
.670
.000
.00
1
.0
8.458
.0196
.0156
.13
.23
2.32
.22
.009
.00
.00
PIPE
I
1021.335
I
431.668
.242
I
431.910
I I
.60
I
5.20 .42
I
432.33
.00
I I
.36
.64
I
.670
I I
.000
.00
I
1
.0
4.911
.0196
.0137
.07
.24
2.17
.22
.009
.00
I
.00
I_
PIPE
I
1
1026.247
I
431.764
I
.251
1
432.015
1
.60
1
4.96 .38
I
432.40
.00
I I
.36
.65
I
.670
1
.000
.00
1
.0
3.376
.0196
.0120
.04
.25
2.02
.22
.009
.00
.00
I_
PIPE
I
1029.623
I
431.831
I
.260
I
432.091
I
.60
I
4.73 .35
I
432.44
.00
I I
.36
.65
I
.670
I I
.000
.00
I
1
.0
2.375
.0196
.0105
.03
.26
1.89
.22
.009
.00
.00
PIPE
I
1031.998
I
431.877
I
.270
I
432.147
I
.60
I
4.51 .32
I
432.46
.00
I I
.36
.66
I I
.670
I
.000
.00
I
1
I_
.0
1.899
.0196
.0092
.02
.27
1.77
.22
.009
.00
I
.00
PIPE
I
I
1033.898
i
431.915
I
.279
I
432.194
I
.60
I
4.30 .29
I
432.48
.00
I I
.36
.66
I I
.670
.000
.00
1
1_
.0
1.312
.0196
.0081
.01
.28
1.65
.22
009
I
.00
I
.00
PIPE
I
I
1035.210
1
431.940
I
.290
1
432.230
I
.60
I
4.10 .26
I
432.49
.00
I I
.36
.66
I
.670
.000
.00
1
I_
.0
1.099
.0196
.0071
.01
.29
1.54
.22
.009
I I
.00
I
.00
PIPE
I
I
1036.309
I
431.962
I
.300
I
432.262
i
.60
I
3.91 .24
I
432.50
.00
I I
.36
.67
.670
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.00
1
.0
.717
.0196
.0063
.00
.30
1.44
.22
.009
I I
.00
I
.00
PIPE
i
I
1037.026
I
431.976
I
.312
I
432.288
I
.60
I
3.73 .22
I
432.50
I
.00
I
.36
.67
.670
.000
.00
1
I_
.0
.610
.0196
.0055
.00
.31
1.34
.22
.009
.00
.00
PIPE
s�
VD
FILE: LINE_B_31681.WSW
W S P G W- CIVILDESIGN Version 14.06
PAGE 4
Program
Package Serial Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 6 -30 -2004
Time:10:11:
8'
WATER SURFACE PRESSURE
GRADIENT ANALYSIS LINE n8n
TD DESERT DEVELOPMENT, CITY OF LA QUINTA, CALIFORNIA
FILE: LINE_8_31681.OUT
Invert
Depth
Water
Q Vel Vel I
Energy I Super
ICriticalIFlow ToplHeight /lBase Wtj
INo Wth
Station I
Elev
(FT)
Elev
(CPS) (FPS) Head I
Grd.El.j Elev
I Depth I Width
IDia. -FTIor I.D.1
ZL
IPrs /Pip
L /Elem ICh
Slope I
I
I SF Aver
HF ISE DpthIFroude
NINorm Dp
I "N" I X -Fall
ZR
IType Ch
fx xxfxxxflx*
xx*#### l+#+f##++
I++ f++++++
If**++++++ I+++ f+ f+ I+++++++ I++++*++++
Ix+++ f++
Ix+++++++ I + + + ++ +x+I + + ++ + + +I + + ++x +xlxx+fx
Ix +xf xxx
1037.636
431.988
.323
432.311
.60 3.55 .20
432.51 00
.36 .67
.670 .000
.00
1 .0
.327
.0196
.0049
.00 .32
1.25 .22
.009 .00
.00
PIPE
1037.963
431.994
.336
432.330
.60 3.39 .18
432.51 .00
.36 .67
.670 .000
.00
1 .0
.209
.0196
.0043
.00 .34
1.16 .22
.009 00
.00
PIPE
1038.173
431.998
.349
432.348
.60 3.23 .16
432.51 .00
.36 .67
.670 .000
.00
1 .0
.077
.0196
.0038
.00 .35
1.08 .22
.009 .00
.00
PIPE
1038.250
432.000
.364
432.364
.60 3.07 .15
432.51 .00
.36 .67
.670 .000
.00
1 .0
a
T1 WATER PRESSURE GRADIENT ANALYSIS LINE "C" ANDALUSIA & "J"
0
T2
TD DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
T3
FILE: 31681LINEC
SO
990.000
423.690
1
426.000
R
1010.000
425.000
1
.009
.000
000
0
R
1140.000
443.440
1
.009
.000
.000
0
R
1191.400
444.070
1
.009
.000
.000
0
JX
1192.810
444.070
4
2 3.009
1.400
.400 444.070 444.740
.0
90.0
.000
R
1252.480
444.760
4
.009
.000
- 90.000
0
SH
1252.480
444.760
4
444.760
CD
1 4 1
.000
.670
.000 .000
.000
.00
CD
2 4 1
.000
.500
.000 .000
.000
.00
CD
3 4 1
.000
.500
.000 .000
.000
.00
CD
4 4 1
.000
.500
.000 .000
.000
.00
Q
1.000
.0
r
�N0�9�1lSi�d/ �� ��•
3/��/ -�
i s
i
� 4
i
FILE: 31681LINEC.WSW
W S P G W - EDIT LISTING - Version 14.06
Date:
9 -22 -2004
Time: 3:12:15
WATER SURFACE PROFILE -
CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR
INV Y(1) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
1
.670
CD
2
4
1
.500
CD
3
4
1
.500
CD
4
4
1
.500
W S P G
W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD
LISTING
HEADING
LINE
NO
1
IS
-
WATER PRESSURE GRADIENT ANALYSIS
LINE "C" ANDALUSIA & "J"
HEADING
LINE
NO
2
IS
-
TD DESERT DEVELOPMENT, CORAL MTN.
AT ANDALUSIA, CITY OF LA QUINTA
HEADING
LINE
NO
3
IS
-
FILE: 316SILINEC
W S P G
W
PAGE NO
2
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
990.000
423.690
1
426.000
ELEMENT
NO
2
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1010.000
425.000
1
.009
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1140.000
443.440
1
.009
.000
.000
.000
0
ELEMENT
NO
4
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1191.400
444.070
1
.009
.000
.000
.000
0
ELEMENT
NO
5
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1192.810
444.070
4 2
3 .009 1.400 .400
444.070
444.740
.000 90.000
RADIUS
ANGLE
V
.000
.000
ELEMENT
NO
6
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1252.480
444.760
4
.009
.000
.000 - 90.000
0
ELEMENT
NO
7
IS
A
SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1252.480
444.760
4
444.760
FILE: 31681LINEC.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE
1
Program Package Serial Number:
1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -22 -2004
Time:
3:12:19
WATER
PRESSURE GRADIENT
ANALYSIS LINE "C" ANDALUSIA
& "J"
TD DESERT
DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINBC
invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/
Base WtI
INo Wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
#►}#**#**
ICh Slope I
I*#}***}#* I*
irt*** f}
I I I
I#* f}}** f* Irtf* f***#* I***** i4I*
SF Avel
ff*** flf**
HF ISE DpthIFroude
f***** I#**# f**
NINorm Dp
I* i***## fIl ** *f * * * *I
I "N"
* * *ff * *I
I X -Fall
* # #*f * *I44
ZR
* *rt
IType
I * } # **}*
Ch
990.000
423.690
.333
424.023
2.80
15.99
3.97
427.99
.00
.66
.67
.670
.000
.00
1
.0
5.412
.0655
.1057
.57
.33
5.51
.38
.009
.00
.00
PIPE
995.412
424.044
.326
424.371
2.80
16.42
4.19
428.56
.00
.66
.67
.670
.000
.00
1
.0
7.918
.0655
.1168
.93
.33
5.73
.38
.009
.00
.00
PIPE
1003.330
424.563
.314
424.877
2.80
17.22
4.60
429.48
.00
.66
.67
.670
.000
.00
1
.0
6.670
.0655
.1329
.89
.31
6.15
.38
.009
.00
.00
PIPE
1010.000
425.000
.303
425.303
2.80
18.06
5.06
430.37
. .00
.66
.67
.670
.000
.00
1
.0
37.345
.1418
.1401
5.23
.30
6.60.
.30
.009
.00
.00
)PIPE
1047.345
430.297
.304
430.601
2.80
17.94
5.00
435.60
.00
.66
.67
.670
.000
.00
1
.0
38.548
.1418
.1304
5.03
.30
6.53
.30
.009
.00
.00
PIPE
1085.893
435.765
.316
436.081
2.80
17.10
4.54
440.62
.00
.66
.67
.670
.000
.00
1
.0
14.822
.1418
.1148
1.70
.32
6.09
.30
.009
.00
.00
PIPE
1100.715
437.868
.328
438.196
2.80
16.31
4.13
442.32
.00
.66
.67
.670
.000
.00
1
.0
8.897
.1418
.1010
.90
.33
5.68
.30
.009
.00
.00
PIPE
1109.612
439.130
.340
439.470
2.80
15.55
3.75
443.22
.00
.66
.67
.670
.000
.00
1
.0
6.200
.1418
.0889
.55
.34
5.28
.30
.009
.00
.00
PIPE
1115.812
440.009
.353
440.362
2.80
14.82
3.41
443.77
.00
.66
.67
.670
.000
.00
1
.0
4.669
.1418
.0784
.37
.35
4.92
.30
.009
.00
.00
PIPE
r� r r r r r r �■■ r r r� it r r■ ■�■ r ■�■ ■■■ ■r
FILE: 31681LINEC.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 2
Program Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -22 -2004
Time:
3:12:19
WATER
PRESSURE
GRADIENT
ANALYSIS LINE "C" ANDALUSIA
& "J"
TD DESERT
DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEC
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
Top)Height /IBase WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev I
Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
SF Avel
HF ISE DpthlFroude
NINorm Dp
I "N" I
X -Fa111
ZR
IType Ch
1120.481
440.671
.367
441.038
2.80
14.13
3.10
444.14
.00
.66
.67
.670
.000
.00
1 .0
3.678
.1418
.0693
.25
.37
4.57
.30
.009
.00
.00
PIPE
1124.159
441.193
.382
441.575
2.80
13.48
2.82
444.40
.00
.66
.66
.670
.000
.00
1 .0
2.993
.1418
.0612
.18
.38
4.24
.30
.009
.00
.00
PIPE
1127.151
441.618
.397
442.015
2.80
12.85
2.56
444.58
.00
.66
.66
.670
.000
.00
1 .0
2.474
.1418
.0541
.13
.40
3.94
.30
.009
.00
.00
PIPE
1129.625
441.968
.413
442.382
2.80
12.25
2.33
444.71
.00
.66
.65
.670
.000
.00
1 .0
2.075
.1418
.0479
.10
.41
3.65
.30
.009
.00
.00
PIPE
1131.700
442.263
.430
442.693
2.80
11.68
2.12
444.81
.00
.66
.64
.670
.000
.00
1 .0
1.748
.1418
.0426
.07
.43
3.37
30
.009
.00
.00
PIPE
1133.448
442.511
.449
442.960
2.80
11.14
1.93
444.89
.00
.66
.63
.670
.000
.00
1 .0
1.492
.1418
.0379
.06
.45
3.11
.30
.009
.00
.00
PIPE
1134.940
442.722
.469
443.191
2.80
10.62
1.75
444.94
.00
.66
.61
.670
.000
.00
1 .0
1.279
.1418
.0338
.04
.47
2.86
.30
.009
I
.00
I
.00
PIPE
!
1136.219
I I
442.904
I
.490
I
443.394
I
2.80
10.12
I
1.59
I
444.99
I
.00
I
.66
.59
I
.670
.000
.00
1 .0
1.091
.1418
.0303
.03
.49
2.61
.30
.009
.00
.00
PIPE
1137.310
443.058
.513
443.572
2.80
9.65
1.45
445.02
.00
.66
.57
.670
.000
.00
1 .0
.921
.1418
/
.0273
.03
.51
2.38
30
.009
.00
.00
PIPE
FILE: 31681LINEC.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 3
Program Package ,Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -22 -2004
Time:
3:12:19
WATER
PRESSURE
GRADIENT ANALYSIS LINE
"C" ANDALUSIA
& "J"
TD DESERT
DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEC
Invert
Depth
Water
Q
Vel
Vel
Energy I
Super
ICriticallFlow
ToplHeight/
Base Wtj
(No Wth
Station
Elev
(FT)
Elev
(CFS) (
(FPS)
Head
Grd.El.1
Elev
I Depth I
Width
jDia. -FTjor I.D.1
ZL
jPrs /Pip
L /Elem
* ff**## # #I
ICh Slope I
# #f* *i #i *I*f
I
** *fffl*
I I
#*lfffff if # #ifffif l**
fffffl****
SF Avel
ff* Iff#
HF SSE bpthlFroude
fft# ifl #iff* # *I
NINorm
# #iff # #*I
Dp
* * * *ft # *If
I "N"
* *if *f
I X -Fall
If # * ##fflR
ZR
*ff*
IType Ch
I *! * * ###
1138.231
443.189
.539
443.728
2.80
9.20
1.32
445.04
.00
.66
.53
.670
.000
.00
1 .0
.774
.1418
.0247
.02
.54
2.14
.30
.009
.00
.00
PIPE
1139.005
443.299
.568
443.867
2.80
8.78
1.20
445.06
.00
.66
.48
.670
.000
.00
1 .0
.611
.1418
.0228
.01
.57
1.90
.30
.009
.00
.00
PIPE
1139.616
443.386
.604
443.990
2.80
8.37
1.09
445.08
.00
.66
.40
.670
.000
.00
1 .0
.384
.1418
.0223
.01
.60
1.61
.30
.009
.00
.00
PIPE
1140.000
443.440
.658
444.098
2.80
7.97
.99
445.09
.00
.66
.18
.670
.000
.00,
1 .0
.392
.0123
.0225
.01
.66
1.00
.67
.009
.00
.00
PIPE
1140.392
443.445
.670
444.115
2.80
7.94
.98
445.09
.00
.66
.00
.670
.000
.00
1 .0
51.008
.0123
.0238
1.21
.67
.00
.67
.009
.00
.00
PIPE
1191.400
444.070
1.323
445.393
2.80
7.94
.98
446.37
.00
.66
.00
.670
.000
.00
1 .0
JUNCT STR
.0000
.0201
.03
1.32
.00
.009
.00
.00
PIPE
1192.810
444.070
2.162
446.232
1.00
5.09
.40
446.63
.00
.47
.00
.500
.000
.00
1 .0
59.670
.0116
.0152
.91
2.16
.00
.50
.009
.00
.00
PIPE
1252.480
444.760
2.500
447.260
1.00
5.09
.40
447.66
.00
.47
.00
.500
.000
.00
1 .0
T1
WATER PRESSURE GRADIENT ANALYSIS
LINE "D" ANDALUSIA & "L"
0
'
T2
TD DESERT DEVELOPMENT,
CORAL MTN, AT ANDALUSIA, CITY OF LA QUINTA
T3
FILE: 31681LINED
SO
990.000
423.300
1
426.000
R
1040.000
427.000
4
.009
.000 .000 0
'
R
1090.000
439.670
1
.009
.000 .000 0
R
1119.080
440.350
1
.009
.000 .000 0
JX
1120.500
440.350
4
2 3.013
2.100 .600 440.350 441.020
22.5 90.0 .000
'
R
1180.860
441.760
4
.009
.000 - 60.000 0
SH
1180.860
441.760
4
441.760
CD
1 4 1
.000
.670
.000 .000, .000 .00
CD
2 4 1
.000
.500
.000 .000 .000 .00
'
CD
3 4 1
.000
.500
.000 .000 .000 .00
CD
4 4 1
.000
.670
.000 .000 .000 .00
Q
1.400
.0
r
f
t
m = = = = m m = = m i = = m
FILE: 31681LINED.WSW
W S P
G W - EDIT LISTING - Version 14.06
Date:
9 -22 -2004
Time:10:28:37
WATER SURFACE PROFILE -
CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR
INV Y(1) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
1
.670
CD 2
4
1
.500
CD 3
4
1
.500
CD 4
4
1
.670
W S P G
W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD
LISTING
HEADING LINE
NO
1 IS
-
WATER PRESSURE GRADIENT
ANALYSIS
LINE "D" ANDALUSIA & "L"
HEADING LINE
NO
2 IS
-
TD DESERT DEVELOPMENT, CORAL MTN,
AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE
NO
3 IS
-
FILE: 31681LINED
W S P G
W
PAGE NO
2
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
990.000
423.300
1
426.000
ELEMENT NO
2
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1040.000
427.000
4
.009
.000
.000
.000
0
ELEMENT NO
3
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1090.000
439.670
1
.009
.000
.000
.000
0
ELEMENT NO
4
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1119.080
440.350
1
.009
.000
.000
.000
0
ELEMENT NO
5
IS A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1120.500
440.350
4 2
3 .013 2.100 .600
440.350
441.020 22.500
90.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
6
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1180.860
441.760
4
.009
.000
000 - 60.000
0
ELEMENT NO
7
IS A
SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1180.860
441.760
4
441.760
Irl-
FILE: 31681LINED.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 1
Program Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -22 -2004
Time:10:28:42
WATER
PRESSURE GRADIENT ANALYSIS LINE
"D" ANDALUSIA
& "L"
TD DESERT
DEVELOPMENT, CORAL MTN, AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINED
Invert
Depth
water
Q
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight
/lBase
wtj
INo Wth
Station
I Elev
(FT)
Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev I
Depth I
Width
IDia. -FTjor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I I I
SF Avel
HF ISE
DpthIFroude
NINorm Dp
I "N" I
X -Fall
ZR
IType Ch
990.000
423.300
2.700
426.000
4.10
11.63
2.10
428.10
.00
.67
.00
.670
.000
.00
1 .0
2.805
.0740
.0537
.15
2.70
.00
.48
.009
.00
.00
PIPE
992.805
423.508
2.700
426.208
4.10
11.63
2.10
428.31
.00
.67
.00
.670
.000
.00
1 .0
HYDRAULIC
JUMP
992.805
423.508
.422
423.930
4.10
17.50
4.76
428.69
.00
.67
.65
.670
.000
.00
1 .0
6.666
.0740
.1070
.71
.42
5.13
.48
.009
.00
.00
PIPE
999.471
424.001
.410
424.411
4.10
18.10
5.09
429.50
.00
.67
.65
.670
.000
.00
1 .0
11.009
.0740
.1188
1.31
.41
5.42
.48
.009
.00
.00
PIPE
1010.480
424.816
.394
425.210
4.10
18.99
5.60
430.81
00
.67
.66
.670
.000
.00
1 .0
9.031
.0740
.1343
1.21
.39
5.85
.48
.009
.00
.00
PIPE
1019.511
425.484
.379
425.863
4.10
19.91
6.16
432.02
.00
.67
.66
.670
.000
.00
1 .0
7.705
.0740
.1520
1.17
.38
6.30
.48
.009
.00
.00
PIPE
1027.216
426.054
.364
426.418
4.10
20.89
6.77
433.19
.00
.67
.67
.670
.000
.00
1 .0
6.761
.0740
.1723
1.16
.36
6.79
.48
.009
.00
.00
PIPE
1033.978
426.554
.351
426.905
4.10
21.90
7.45
434.36
.00
.67
.67
.670
.000
.00
1 .0
6.022
.0740
.1956
1.18
.35
7.30
.48
.009
.00
.00
PIPE
1040.000
427.000
.338
427.338
4.10
22.97
8.20
435.53
.00
.67
.67
.670
.000
.00
1 .0
3.661
.2534
.2043
.75
.34
7.84
.32
.009
.00
.00
PIPE
91o.
FILE: 31681LINED.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 2
Program Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -22 -2004
Time:10:28:42
WATER
PRESSURE GRADIENT ANALYSIS LINE "D" ANDALUSIA
& "L"
TD DESERT
DEVELOPMENT,
CORAL MTN, AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINED
Invert _�
Depth I
Water I
Q
Vel
Vel I
Energy I
Super ICriticaljFlow
ToplHeight /IBase
Wtj
INo Wth
Station
I Elev I
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev I
Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I
I
SF Ave1
HF ISE
DpthIFroude
NINorm Dp
I "N"
I X -Fa11I
ZR
IType Ch
1043.661
427.928
.341
428.269
4.10
22.68
7.99
436.25
.00
.67
.67
.670
.000
.00
1 .0
11.012
.2534
.1887
2.08
.34
7.69
.32
.009
.00
.00
PIPE
1054.673
430.718
.354
431.072
4.10
21.62
7.26
438.33
.00
.67
.67
.670
.000
.00
1 .0
7.420
.2534
.1663
1.23
.35
7.16
.32
.009
.00
.00
PIPE
1062.093
432.598
.368
432.967
4.10
20.62
6.60
439.57
.00
.67
.67
.670
-1-
.000
-I-
.00
1 .0
1-
-I-
5.494
-I-
.2534
-I-
-1-
-I-
-I-
-I-
.1469
-I-
.81
-I-
.37
-I-
6.65
-I-
.32
.009
.00
.00
PIPE
1067.587
433.991
.383
434.374
4.10
19.66
6.00
440.37
.00
.67
.66
.670
.000
.00
1 .0
4.293
.2534
.1298
.56
.38
6.18
.32
.009
.00
.00
PIPE
1071.880
435.078
.398
435.476
4.10
18.74
5.45
440.93
.00
.67
.66
.670
.000
.00
1 .0
3.457
.2534
.1149
.40
.40
5.73
.32
.009
.00
.00
PIPE
1075.337
435.954
.415
436.369
4.10
17.87
4.96
441.33
.00
.67
.65
.670
.000
.00
1 .0
2.863
.2534
.1019
.29
.42
5.30
.32
.009
.00
.00
PIPE
1078.200
436.680
.432
437.112
4.10
17.04
4.51
441.62
.00
.67
.64
.670
.000
.00
1 .0
2.403
.2534
.0904
.22
.43
4.90
.32
.009
.00
.00
PIPE
1080.603
437.289
.450
437.739
4.10
16.24
4.10
441.84
.00
.67
.63
.670
.000
.00
1 .0
2.038
.2534
.0804
.16
.45
4.52
.32
.009
.00
.00
PIPE
1082.640
437.805
.470
438.275
4.10
15.49
3.73
442.00
.00
.67
.61
.670
.000
.00
1 .0
_I_
1.744
_I_
.2534
_I_
_1_
_17
.0718
.13
.47
4.15
.32
.009
.00
.00
PIPE
FILE: 31681LINED.WSW W S "P G W - CIVILDESIGN Version 14.06 PAGE 3
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9 -22 -2004 Time:10:28:42
WATER PRESSURE GRADIENT ANALYSIS LINE "Du ANDALUSIA & nLn
TD DESERT DEVELOPMENT, CORAL MTN, AT ANDALUSIA, CITY OF LA QUINTA
FILE: 31681LINED
invert Depth Water Q Vel Vel I Energy I Super-ICritical Flow ToplHeight/ Base Wtj INo Wth
Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip
L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N° I X -Fall ZR IType Ch
1084.384 438.247 .492 438.739 4.10 14.77 3.39 442.13 .00 .67 .59 .670 .000 .00 1 .0
1.507 .2534 .0643 .10 .49 3.80 .32 .009 .00 .00 PIPE
1085.891 438.629 .515 439.144 4.10 14.08 3.08 442.22 .00" .67 .56 .670 .000 .00 1 .0
1.299 .2534 .0579 .08 .52 3.46 .32 .009 .00 .00 PIPE
1087.190 438.958 .541 439.499 4.10 13.43 2.80 442.30 .00 .67 .53 .670 .000 .00 1 .0
1.118 .2534 .0527 .06 .54 3.11 .32 .009 .00 .00 PIPE
1088.308 439.241 .571 439.812 4.10 12.80 2.54 442.36 .00 .67 .48 .670 .000 .00 1 .0
.954 .2534 .0487 .05 .57 2.7S .32 .009 .00 .00 PIPE
1089.262 439.483 .607 440.090 4.10 12.21 2.31 442.40 .00 .67 .39 .670 .000 .00 1 .0
.738 ;2534 .0490 .04 .61 2.32 .32 .009 .00 .00 PIPE"
1090.000 439.670 .667 440.337 4.10 11.63 2.10 442.44 .00 .67 .08 .670 .000 .00 1 .0
.033 .0234 .0496 .00 .67 1.00 .67 .009 .00 .00 PIPE
1090.033 439.671 .670 440.341 4.10 11.63 2.10 44.2.44 .00 .67 .00 670 .000 .00 1 .0
29.047 .0234 .0510 1.48 .67 .00 .67 .009 .00 .00 PIPE
1119.080 440.350 1.551 441.901 4.10 11.63 2.10 444.00 .00 .67 .00 .670 .000 .00 1 .0
JUNCT STR .0000 .0626 .09 1.55 .00 .013 .00 .00 'PIPE
1120.500 440.350 3.523 443.873 1.40 3.97 .24 444.12 .00 .56- .00 .670 .000 .00 1 .0
60.360 .0234 .0063 .38 3.52 .00 .34 .009 .00 .00 PIPE
Ms.
FILE: 31681LINED.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9 -22 -2004 Time:10:28:42
WATER PRESSURE GRADIENT ANALYSIS LINE "D" ANDALUSIA & "L"
TD DESERT DEVELOPMENT, CORAL MTN, AT ANDALUSIA, CITY OF LA QUINTA
FILE: 31681LINED
Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /Base Wtj INo Wth
Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip
L /Elem ICh Slope I I I SF Avel HF SSE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch
wxf wx*#+* I}* y+#+##f If* x*#*#* I******* r* Ix* ww*f*}# I*} w+## wl#}# w * * *I # * * *} * *w #I # * * # * *xl * # # #+xxf lwww # * * + #I * # # +} } }I + # #x #r #Ix * *fx I #f * + #xw
1180.860 441.760 2.539 444.299 1.40 3.97 .24 444.54 .00 .56 .00 .670 .000 .00 1 .0
T1
WATER PRESSURE GRADIENT ANALYSIS LINE "E"
ANDALUSIA & "N"
0
T2
TD DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
T3
FILE: 31681LINEE
SO
990.000
423.400
6
426.000
R
1010.000
426.000
6
.009
.000
.000
0
R
1070.000
436.410
6
.009
.000
.000
0
R
1109.700
437.210
6
.009
.000
.000
0
JX
1111.120
437.210
6
1
1.013
2.800
.700 437.210 437.880
21.3
90.0
.000
R
1176.040
438.170
1
.009
.000
- 49.454
0
SH
1176.040
438.170
4
438.170
CD
1 4 1
.000
.670
.000 .000
.000
.00
CD
2 4 1
.000
.500
.000 .000
.000
.00
CD
3 4 1
.000
.500
.000 .000
.000
.00
CD
4 4 1
.000
.670
.000 .000
.000
.00
CD
6 4 1
.000
1.000
.000 .000
.000
.00
Q
2.400
.0
'fw
!7;-,
FILE: 31681LINEE.WSW
W S P G W - EDIT LISTING - Version 14.06
Date:
9 -22 -2004
Time: 1:49:27
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE 1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(1) Y(2) Y(3)
Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1 .670
CD 2
4
1 .500
CD 3
4
1 .500
CD 4
4
1 .670
CD 6
4
1 1.000
W S P G W
PAGE NO 1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO 1
IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "E" ANDALUSIA & "N"
HEADING LINE
NO 2
IS -
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE
NO-3
IS -
FILE: 31681LINEE
W S P G W
PAGE NO 2
WATER SURFACE PROFILE -
ELEMENT CARD LISTING
ELEMENT NO
1 IS
A SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W
S ELEV
990.000 423.400
6
426.000
ELEMENT NO
2 IS
A REACH *.
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN H
1010.000 426.000
6 .009
.000
.000
.000 0
ELEMENT NO
3 IS
A REACH
U /S.DATA STATION INVERT,
SECT N
RADIUS
ANGLE
ANG PT MAN H
1070.000 436.410
6 .009
.000
.000
.000 0
ELEMENT NO
4 IS
A REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN H
1109.700 437.210
6 .009
.000
.000
.000 0
ELEMENT NO
5 IS
A JUNCTION
U/S DATA STATION INVERT
SECT LAT -1 LAT -2 N Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1111.120 437.210
6 1 1 .013 2.800
.700
437.210
437.880 21.300
90.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
6 IS
A REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN H
1176.040 438.170
1 .009
.000
.000 - 49.454
0
ELEMENT NO
7 IS
A SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W
S ELEV
1176.040 438.170
4
438.170
FILE: 31681LINEE.WSW
W S P
G W- CIVILDESIGN Version 14.06
PAGE
1
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -22 -2064
Time:
1:49:32
WATER
PRESSURE
GRADIENT ANALYSIS
LINE "E"
ANDALUSIA
& "N"
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEE
Invert
Depth I
Water I
Q I
Vel
Vel I
Energy
I Super
ICriticallFlow ToplHeight
/lBase
Wtl
INO Wth
Station
I Elev I
(FT) I
Elev I
(CPS). I
(FPS)
Head I
Grd.E1.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I
(
SF Avel
HF
ISE DpthlFroude
NlNorm Dp
I "N"
I X -Fall)
ZR
IType
Ch
990.000
423.400
385
423.785
5.90
21.15
6.94
430.73
.00
.95
.97
1.000
.000
.00
1
.0
20.000
.1300
.1343
2.69
.39
6.96
.39
.009
.00
.00
PIPE
1010.000
426.000
.383
426.383
5.90
21.31
7.05
433.44
.00
.95
.97
1.000
.000
.00
1
1_
.0
3.755
.1735
.1334
.50
.38
7.04
.36
.009
.00
1
.00
PIPE
1
1013.755
I
426.651
I
.386
427.038
I
5.90
21.05
I
6.88
433.92
I
.00
I I
.95
.97
I
1.000
I
.000
.00
1
.0
12.137
.1735
.1231
1.49
.39
6.92
.36
.009
.00
.00
PIPE
I
1025.891
I I
428.757
I
.400
I
429.157
I
5.90
20.07
I
6.26
435.41
I
.00
I I
.95
.98
I
1.000
I I
.000
.00
1
.0
8.466
.1735
.1081
.92
.40
6.46
.36
.009
.00
I
.00
PIPE•
I
1034.358
I I
430.226
I
.415
I
430.641
5.90
19.14
I
5.69
436.33
I
.00
I
.95
.99
I
1.000
I
.000
.00
1
.0
6.390
.1735
.0949
.61
.42
6.03
.36
.009
.00
I
.00
PIPE
I
1040.748
I I
431.335
I
.430
I
431.765
I
5.90
18.25
I
5.17
436.94
I
.00
I I
.95
.99
I
1.000
I
.000
.00
1
.0
5.039
.1735
.0834
.42
.43
5.63
.36
.009
.00
.00
PIPE
I
1045.787
I I
432.209
I
.446
I
432.655
I
5.90
17.40
I
4.70
437.36
I
.00
I I
.95
.99
I
1.000
I I
.000
.00
1
1-
.0
-I-
4.104
-I-
.1735
-1-
-I-
-1-
-1-
-I-
.0732
-I-
.30
-I-
.45
-I-
5.25
-I-
.36
-I-
.009
-I-
.00
I
.00
PIPE
I
1049.891
I I
432.921
I
.462
I
433.383
I
5.90
16.59
I
4.27
437.66
I
.00
I I
.95
1.00
I
1.000
I
.000
.00
1
.0
-I-
3.397
-I-
.1735
-I-
-I-
-I-
-L-
-I-
.0644
-1-
.22
-I-
.46
-1-
4.90
-I-
.36
-1-
.009
-I-
.00
.00
1-
PIPE
I
1053.287
I I
433.510
I
.480
I
433.990
I
5.90
15.82
I
3.89
437.88
I
.00
I I
.95
1.00
i
1.000
I I
.000
.00
1
1_
.0
2.870
.1735
.0567 •
.16
.48
4.56
.36
.009
.00
.00
PIPE
FILE: 31681LINEE.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 2
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -22
-2004
Time:
1:49:32
WATER
PRESSURE GRADIENT ANALYSIS
LINE "E" ANDALUSIA
& "N"
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEE
#*** 4##*****
rt# rt***** i**##
f***#
R** ff** f#**
i**#* R# f***## f**###
f# frti*
i# Rf#•# ft*#
ff* f*#
irt*#**# f * #* * * #w * *
# **# # *** *
#* + * # * * *rt* # #f
*f # # ** **
Invert I
Depth I
Water 1
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight
/lBase
Wtl
INO Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.I
Elev I
Depth I
Width
IDia. -FTIor
I.D.I
ZL
1Prs /Pip
L /Elem
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm Dp
I "N" I
X -Fall)
ZR
IType Ch
1056.158
I I
434.008
I
.498
I
434.506
I
5.90
15.08
I
3.53
I
438.04
I
.00
i
.95
1.00
I I
1.000
I
.000
.00
I
1 .0
I_
2.445
.1135
.0499
.12
.50
4.25
.36
.009
.00
I
.00
PIPE
I
1058.602
I I
434.432
I
.517-
I
434.950
I
5.90
14.38
I
3.21
I
438.16
I
.00
I
.95
1.00
I I
1.000
.000
.00
1 .0
2.100
.1735
.0440
.09
.52
3.96
.36
.009
.00
I
.00
PIPE
I
1060.702
I 1
434.797
I
.537
I
435.334
I
5.90
13.71
I
2.92
I
438.25
I
.00
I
.95
1.00
I I
1.000
.000
.00
1 .0
1.814
.1735
.0388
.07
.54
3.68
.l_
.36
.009
.00
.00
PIPE
1062.516
I I
435.112
I
.558
I
435.670
I
5.90
13.07
I
2.65
I
438.32
I
.00
I
.95
.99
I I
1.000
I
.000
.00
I
1 .0
1.575
.1735
.0343
.05
.56
3.42
.36
.009
.00
.00
PIPE
1064.091
I I
435.385
I
.580
I
435.965
I
5.90
12.46
I
2.41
I
438.38
I
.00
I
.95
.99
I i
1.000
I
.000
.00
I
1 .0
I_
1.364
.1735
.0303
.04
.58
3.17
.36
.009
.00
I
.00
PIPE
I
1065.455
i I
435.621
I
.604
I
436.225
I
5.90
11.88
I
2.19
I
438.42
I
.00
I
.95
.98
I I
1.000
.000
.00
1 .0
1.189
.1735
.0268
.03
.60
2.94
.36
.009
.00
I
.00
PIPE
I
1066.644
I I
435.828
I
.629
I
436.457
I
5.90
11.33
I
1.99
I
438.45
I
.00
I
.95
.97
I I
1.000
.000
.00
1 .0
I_
1.037
.1735
.0238
.02
.63
2.72
.36
.009
.00
.00
PIPE
1067.681
I I
436.008
I
.655
I
436.663
I
5.90
10.80
I
1.81
i
438.48
I
.00
I
.95
.95
I I
1.000
I
.000
.00
I
1 .0
.891
.1735
.0211
.02
.66
2.51
.36
.009
.00
.00
PIPE
I
I
1068.572
I
436.162
I
.684
I
436.846
I
5.90
10.30
I
1.65
I
438.49
I
.00
I
.95
.93
I I
1.000
I
.000
.00
1 .0
.775
.1735
.0188
.01
.68
2.31
.36
.009
.00
.00
PIPE
v
mo
FILE: 31681LINEE.WSW
W S P
G W- CIVILDESIGN
Version 14.06
PAGE 3
Program
Package Serial
Number: 1586
WATER SURFACE
PROFILE LISTING
Date: 9 -22 -2004 Time:
1:49:32
WATER PRESSURE GRADIENT
ANALYSIS LINE "E"
ANDALUSIA
& "N"
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA, CITY
OF
LA QUINTA
FILE: 316BILINEE
Invert I
Depth 1
water
I Q I
Vel Vel I
Energy I Super
ICriticallFlow ToplHeight /IBase Wt1
INo wth
Station I
Elev I
(FT) I
Elev
I (CFS) 1
(FPS) Head I
Grd.E1.1
Elev
I Depth I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem ICh
Slope I
I
I I
SF Avel
HF ISE
DpthlFroude
NINorm Dp
I "N" I X -Fall)
ZR
IType Ch
I
I I
I I I
I
I
1069.346
(
436.297
I
.714
437.011
I I
5.90
I
9.82 1.50
438.51
.00
.95
.90
1.000
.000
.00
1 .0
I_
.654
.1735
.0168
.01
.71
2.12
.36
.009
.00
.00
PIPE
1070.000
436.410
.748
437.158
5.90
9.36 1.36
438.52
.00
.95
.87
1.000
.000
.00
1 .0
5.175
.0202
.0157
.08
.75
1.94
.68
.009
.00
.00
PIPE
1075.175
436.514
.756
437.270
5.90
9.25 1.33
438.60
.00
.95
.86
1.000
.000
.00
1 .0
15.444
.0202
.0147
.23
.76
1.89
.68
.009
.00
I
.00
PIPE
I
I
1090.620
I
436.826
I
.793
437.619
I I
5.90
I
8.82 1.21
I
438.83
.00
I I
.95
.81
I 1
1.000
.000
.00
1 .0
i_
9.946
.0202
.0133
.13
.79
1.71
.68
.009
.00
.00
PIPE
1100.566
437.026
.835
437.861
5.90
8.41 1.10
438.96
.00
.95
.74
1.000
.000
.00
1 .0
6.293
.0202
.0122
.08
.84
1.53
.68
.009
.00
.00
PIPE
1106.859
437.153
.885
438.038
5.90
8.02 1.00
439.04
.00
.95
.64
1.000
.000
.00
1 .0
2.841
.0202
.0116
.03
.89
1.32
.68
.009
.00
.00
PIPE
1109.700
437.210
.953
438.163
5.90
7.64 .91
439.07
.00
.95
.43
1.000
.000
.00
1 .0
I-
-I-
JUNCT STR
-I-
.0000
-I-
-I-
-1-
-I- -I-
.0142
-I-
.02
-I-
.95
-I-
1.00
-I-
-I-
.013
-I-
.00
1
.00
PIPE
I
I
1111.120
I
437.210
I
1.735
438.945
I I
2.40
I
6.81 .72
I
439.66
.00
I I
.65
.00
I I
.670
-1-
.000
-I-
.00
1 .0
1-
-I-
64.920
-I-
.0148
-I-
-I-
-1-
-I- -I-
.0184
-i-
1.20
-1-
1.74
-1-
.00
-1-
.67
.009
.00
.00
PIPE
1176.040
438.170
2.088
440.258
2.40
6.81 .72
440.98
.00
.65
00
.670
.000
.00
1 .0
TI
WATER PRESSURE GRADIENT ANALYSIS LINE "F" ANDALUSIA & MARHELLA
0
T2
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
T3
FILE: 31681LINEF
SO
988.180
422.700
1
426.000
R
1056.620
428.830
1
.009
.000 .000 0
R
1091.400
429.580
1
.009
.000 49.475 0
JX
1093.400
429.600
3 2
.013 1.000 430.600
90.0 - 45.000
R
1128.990.429.960
3
.009
.000 .000 0
JX
1130.730
429.980
5 4
.013 1.400 430.980
90.0 - 90.000
R
1202.850
430.700
5
.009
.000 .0000
JX
1204.850
430.720
7 6
.013 .600 431.720
90.0 .000
R
1246.920
431.140
7
.009
.000 .000 0
SH
1246.920
431.140
7
431.140
CD
1 4 1
.000
1.000
.000 .000 .000 .00
CD
2 4 1
.000
1.000
.000 .000 .000 .00
CD
3 4 1
.000
1.000
000 .000 .000 .00
CD
4 4 1
.000
1.000
.000 .000 .000 .00
CD
5 4 1
.000
1.000
.000 .000 .000 .00
CD
6 4 1
.000
1.000
.000 .000 .000 .00
CD
7 4 1
.000
1.000
.000 .000 .000 .00
Q
1.600
.0
t
1
I
I
/77
� � � r rr r � r� r � ■� r� r � .rte � r r■ r■
FILE: 31681LINEF.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 9 -16 -2004 Time:ll:. 6:28
'WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 1.000
CD 2 4 1 1.000
CD 3 4 1 1.000
-CD 4 4 1 1.000
CD 5 4 1 1.000
CD 6 4 1 1.000
CD 7 4 1 1.000
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "F" ANDALUSIA & MAEBELLA
HEADING LINE NO 2 IS
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE NO 3 IS -
FILE: 31681LINEF
W S P G W PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
988.180 422.700 1 426.000
ELEMENT NO 2 IS ,A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1056.620 428.830 1 .009 .000 .000 .000 0
ELEMENT NO 3 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1091.400 429.580 1 .009 .000 .000 49.475 0
ELEMENT NO 4 IS A JUNCTION * * * * * *
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1093.4.00 ,429.600 3 2 0 .013 1.000 .000 430.600 .000 90.000 .000
RADIUS ANGLE
2.546 - 45.000
ELEMENT NO 5 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1128.990 429.960 3 .009 •000 .000 .000 0
ELEMENT NO 6 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1130.730 429.980 5 4 0 .013 1.400 •000 430.980 .000 90.000 .000
RADIUS ANGLE
1.108 - 90.000
ELEMENT NO 7 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1202.850 430.700 5 .009 .000 .000 .000 0
ELEMENT NO 8 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1204.850 430.720 7 6 0 .013 .600 .000 431.720 .000 90.000 .000
RADIUS ANGLE
.000 .000
W S P G W
PAGE NO 3
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT NO 9 IS A REACH
U/S DATA STATION
INVERT
SECT N
RADIUS ANGLE ANG PT MAN H
1246.920
431.140
7 .009
.000 .000 .000 0
ELEMENT NO 10 IS A SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1246.920
431.140
7
431.140
FILE: 31681LINEF.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 1
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -16 -2004
Time:ll:
6:33
WATER
PRESSURE
GRADIENT
ANALYSIS
LINE "F" ANDALUSIA
& MAEBELLA
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEF
x*****+ x*
x***#** x*#*##
xww#*• wx###***+*#+
w*#}*#*+ R#++
I++ Rww*x
w*#+ f* fw###* i+*#+##**#**##++**
i #
* # * + # + } # *#i *# * #* * * # } # * # + *
* # * +#
+ * * #Rxx*
Invert
Depth
Water
Q
Vel
Vel
Energy I
Super
ICriticalIFlow
ToplHeight /Base Wtj
INo Wth
Station
I Elev
(FT)
Elev
(CPS)
(FPS)
Head
Grd.El.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope
I
SF Avel
HF ISE
DpthIFroude
NINorm Dp
I "N" I X -Fall
ZR
IType Ch
• wxw+ x#+ xl*++
x#x*## I#
x#++ wx+ I#+
x+*+**+ I+
w+++*+++ Ix+++
x+ wl+
w+ ww#+ I*+*+
www# wl*+
w#++*
I++ xw# w+ wl
+ * + * +w }wl
# +* + * + +I # + # # # + #I
# + + #*
Iwww } + **
988.180
422.700
3.300
426.000
4.60
5.86
.53
426.53
.00
.89
.00
1.000
.000
.00
1 .0
11.606
.0896
.0080
.09
3.30
.00
.37
.009
.00
.00
PIPE
999.786
423.740
2.353
426.092
4.60
5.86
.53
426.62
.00
.89
.00
1.000
.000
.00
1 .0
HYDRAULIC
JUMP
999.786
423.740
.402
424.142
4.60
15.57
3.76
427.91
.00
.89
.98
1.000
.000
.00
1 .0
3.734
.0896
.0687
.26
.40
5.00
.37
.009
.00
.00
PIPE
1003.520
424.074
.402
424.476
4.60
15.53
3.74
428.22
.00
.89
.98
1.000
.000
.00
1 .0
12.827
.0896
.0642
.82
.40
4.98
.37
.009
.00
.00
PIPE
1016.347
425.223
.417
425.640
4.60
14.80
3.40
429.04
.00
.89
.99
1.000
.000
.00
1 .0
8.854
.0896
.0564
.50
.42
4.65
.37
.009
.00
.00
PIPE
1025.201
426.016
.433
426.449
4.60
14.11
3.09
429.54
.00
.89
.99
1.000
.000
.00
1 .0
6.638
.0896
.0496
.33
.43
4.34
.37
.009
.00
.00
PIPE
1031.839
426.610
.449
427.059
4.60
13.46
2.81
429.87
.00
.89
.99
1.000
.000
.00
1 .0
5.211
.0896
.0436
.23
.45
4.05
.37
.009
.00
.00
PIPE
1037.050
427.077
.465
427.542
4.60
12.83
2.56
430.10
.00
.89
1.00
1.000
.000
.00
1 .0
4.184
.0896
.0383
.16
.47
3.77
37
.009
00
.00
PIPE
1041.234
427.452
.483
427.935
4.60
12.23
2.32
430.26
.00
.89
1.00
1.000
.000
.00
1 .0
3.462
.0896
.0337
.12
.48
3.52
.37
.009
.00
.00
PIPE
FILE: 31681LINEF.WSW
W S P G W- CIVILDESIGN Version 14.06
PAGE
2
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -16
-2004
Time:ll:
6:33
WATER
PRESSURE GRADIENT
ANALYSIS
LINE "F" ANDALUSIA
& MAEBELLA
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEF
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy
I Super
ICriticallFlow ToplHeight /IBase
wtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.I
Elev
I Depth I
Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
-I-
L /Elem
ICh Slope I
I
I
I
SF Avel
HF
ISE DpthlFroude
NINOrm Dp
I "N"
I X -FallI
ZR
IType
Ch
Rf#;;}# f#
If** f##* fi} I;*##;#*}
I I
I****
I
f•* ffI***#***
I
f* I};
f* f*# I#*
ff iffl*
I
fi**;* 1f*
If* fff* fI***
I
f**** I # * *f # * # *I
I I
#f * * #f }I
I
* * #f *# *I
I I
} * *f*
I * # * ;R
I
*}
1044.695
427.762
.501
428.263
I
4.60
11.66
2.11
430.38
.00
.89
1.00
1.000
.000
.00
1
.0
2.891
.0896
.0297
.09
.50
3.27
.37
.009
.00
I
.00
PIPE
I
1047.586
I I
428.021
I
.520
I
428.541
I
4.60
11.12
I
1.92
430.46
I
.00
I I
.89'
1.00
I
1.000
I
.000
.00
1
I_
.0
2.423
.0896
.0262
.06
.52
3.05
.37
.009
.00
I
.00
PIPE
I
1050.009
I I
428.238
I
.541
I
428.779
I
4.60
10.60
I
1.75
430.53
I
.00
I I
.89
1.00
I
1.000
I
.000
.00
1
.0
2.073
.0896
.0231
.05
.54
2.83
.37
.009
.00
.00
PIPE
1052.082
I I
428.423
I
.562
I
428.986
I
4.60
10.11
I
1.59
430.57
I
.00
I I
.89
.99
I
1.000
I I
.000
.00
I
1
.0
1.768
.0896
.0204
.04
.56
2.63
.37
.009
00
.00
PIPE
.1053.850
I I
428.582
I
.584
I
429.166
I
4.60
9.64
I
1.44
430.61
I
.00
I I
.89
.99
I
1.000
I I
.000
.00
I
1
.0
1.498
.0896
.0180
.03
.58
2.44
.37
.009
00
.00
PIPE
1055.349
I I
428.716
I
.608
I
429.324
I
4.60
9.19
I
1.31
430.64
I
.00
I I
.89
.98
I
1.000
I I
.000
.00
I
1
.0
1.271
.0896
.0160
.02
.61
2.26
.37
.009
.00
I
.00
PIPE
I
1056.620
I I
428.830
I
.634
I
429.464
1
4.60
8.76
I
1.19
430.66
I
.00
1 I
.89
.96
I
1.000
i
.000
.00
1
.0
2.846
.0216
.0148
.04
.63
2.09
.56
.009
.00
I
.00
PIPE
1059.466
I I
428.891
I
.639
I
429.530
I
4.60
8.68
I
1.17
430.70
I
.00
I I
.89
.96
I
1.000
I
.000
.00
I
1
.0
10.283
.0216
.0138
.14
.64.
2.06
.56
.009
.00
.00
PIPE
1069.748
I I
429.113
I
.666
I
429.779
I
4.60
8.28
I
1.06
430.84
I
.00
I I
.89
.94
I
1.000
I I
.000
-I-
.00
I
1
1-
.0
-I-
7.316
-I-
.0216
-I-
-I-
-I-
-I-
-I-
.0123
-I-
.09
-I-
.67
-I-
1.90-
-i-
.56
-I-
.009
.00
.00
PIPE
FILE: 31681LINEF.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 3
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -16 -2004
Time:ll:
6:33
WATER PRESSURE
GRADIENT ANALYSIS
LINE "F"
ANDALUSIA
& MAEBELLA
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 316BILINEF
Invert
Depth I
Water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow ToplHeight/
Base Wtj
INo Wth
Station
I Elev
(FT) I
Elev I
(CFS)
'(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
SF Avel
HF ISE
DpthIFroude
NINorm Dp
I "N"
I X -Fall
ZR
IType Ch
1077.065
429.271
.695
429.966
4.60
7.89
.97
430.93
.00
.89
.92
1.000
.000
.00
1 .0
5.374
.0216
.0110
.06
.70
1.75
.56
.009
00
.00
PIPE
1082.439
429.387
.726
430.113
4.60
7.52
.88
430.99
.00
.89
.89
1.000
.000
.00
1 .0
3.910
.0216
.0098
.04
.73
1.60
.56
.009
.00
.00
PIPE
1086.349
429..471
.760
430.231
4.60
7.17
.80
431.03
.00
.89
.85
1.000
.000
.00
1 .0
2.722
.0216
.0088
.02
.76
1.46
.56
.009
.00
.00
PIPE
1089.070
429.530
.798
430.328
4.60
6.84
.73
431.05
.00
.89
.80
1.000
.000
.00
1 .0
1.700
.0216
.0080
.01
.80
1.32
.56
.009
00
.00
PIPE
1090.771
429.566
.841
430.408
4.60
6.52
.66
431.07
.00
.89
.73
1.000
.000
.00
1 .0
.630
.0216
.0074
.00
.84
1.17
.56
.009
.00
.00
PIPE
1091.400
429.580
.893
430.473
4.60
6.21
.60
431.07
1.00
.89
.62
1.000
.000
.00
1 .0
JUNCT STR
.0100
.0125
.02
1.00
1.00
.013
.00
I 1
.00
PIPE
1
.1093.400
I I
429.600
I
1.390
I
430.990
I
3.60
4.58
I
.33
I
431.32
.00
I I
.81
.00
I
1.000
.000
.00
1 .0
35.590
.0101
.0049
.17.
1.39
.00
.61
.009
.00
I 1
.00
PIPE
1
1128.990
429.960
1.204
431.164
3.60
4.58
.33
431.49
.00
.81
.00
1.000
.000
.00
1 .0
JUNCT STR
.0115
.0070
.01
.00
.00
.013
.00
.00
PIPE
1130,730
429.980
1.605
431.585
2.20
2.80
.12
431.71
:00
.63
.00
1.000
.000
.00
1 .0
72.120
.0100
.0018
.13
1.61
.00
.46
.009
.00
.00
PIPE
FILE: 31681LINEF.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 4
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -16 -2004
Time:ll:
6:33
WATER
PRESSURE
GRADIENT ANALYSIS
LINE "F"
ANDALUSIA
& MAEBELLA
TD
DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LIMEF
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow ToplHeight
/Base
Wtj
INo Wth
Station
I Elev
(FT)
Elev
(CPS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
SF Aver
HF ISE
DpthIFroude
NINorm Dp
I "N" I
X -Fall
ZR
IType Ch
1202.850
430.700
1.017
431.717
2.20
2.80
.12
431.84
.00
63
.00
1.000
.000
.00
1 .0
JUNCT STR
.0100
.0029
.01
1.02
.00
.013
.00
.00
PIPE
1204.650
430.720
1.117
431.837
1.60
2.04
.06
431.90
.00
.54
.00
1.000
.000
.00
1 .0
13.024
.0100
.0010
.01
1.12
.00
38
.009
.00
.00
PIPE
1217.874
430.850
1.000
431.850
1.60
2.04
.06
431.91
.00
.54
,.00
1.000
.000
.00
1 .0
9.401
.0100
.0009
.01
1.00
.00
.38
.009
.00
.00
PIPE
1227,275
430.944
.907
431.851
1.60
2.14
.07
431.92
.00
.54
.58
1.000
.000
.00
1 .0
5.150
.0100
.0009
.00
.91
.33
.38
.009
.00
.00
PIPE
1232.425
430.995
.853
431.848
1.60
2.24
.08
431.93
.00
.54
.71
1.000
.000
.00
1 .0
4,006
.0100
.0009
.00
.85
.39
.38
.009
.00
.00
PIPE
1236.431
431.035
.809
431.844
1.60
2.35
.09
431.93
.00
.54
.79
1.000
.000
.00
1 .0
3.402
.0100
.0010
.00
.81
.45
.38
.009
.00
.00
PIPE
1239.833
431.069
.770
431.839
1.60
2.47
.09
431.93
.00
.54
.84
1.000
.000
.00
1 .0
2.896
.0100
.0012
.00
.77
.49
.38
.009
.00
.00
PIPE
1242.730
431.098
.735
431.833
1.60
2.59
.10
431.94
.00
.54
.88
1.000
.000
.00
1 .0
2,487
.0100
.0013
.00
.74
.54
.38
.009
.00
.00
PIPE
1245.217
431.123
.703
431.826
1.60
2.71
.11
431.94
.00
.54
.91
1.000
.000
.00
1 .0
1.703
.0100
.0014
.00
.70
.59
.38
.009
.00
.00
PIPE
w�
FILE: 31681LINEF.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9 -16 -2004 Time:ll: 6:33
WATER PRESSURE GRADIENT ANALYSIS LINE "F" ANDALUSIA & MAEBELLA
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
FILE: 31681LINEF
Invert Depth Water Q Vel Vel Energy ( Super ICriticallFlow ToplHeight /lBase Wtj INo Wth
Station I Elev (FT) Elev (CFS) (FPS) Head Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip_
L /Elem ICh Slope I I SF Avel HF SSE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch
# # * # * # # * #' # # * * *ff # #Itf ttRf # *Itf Rt * # #ff IEEE#####* I* ff* ff* I#* ffft* Iff#*#* fftlff fttfflt # * *f *ttlf *t * * * * #Ittf t # *tlfit #fitl * *ift Ift * # *fi
1246.920 431.140 .680 431.820 1.60 2.81 .12 431.94 .00 .54. .93 1.000 .000 .00 1 .0
T1 WATER PRESSURE GRADIENT ANALYSIS LINE
T2 TD DESERT DEVELOPMENT, CORAL MTN., CITY OF LA QUINTA
T3 FILE: LINEH.WSW
SO
988.000
422.000
1
.000
0
.000
.000
426.000
R
1141.310
422.770
1
.000
.009
90.0
.000
R
1183.920
422.980
1
.000
.009
.000
.000
0
R
1281.250
423.470
1
.009
JX
1282.250
423.470
1
2
.009
3.300
424.470
R
1354.450
424.930
2
.009
JX
1355.450
424.930
5
4
.009
1.600
425.930
R
1381.410
427.310
3
.009
R
1443.180
432.970
3
.009
R
1445.420
433.180
3
.009
SH
1445.420
433.180
3
433.180
CD
1 4 1
.000
1.500
.000 .000
.000
.00
CD
2 4 1
.000
1.000
1.000
.000
.000
.00
CD
3 4 1
.000
.670
.000 .000
.000
.00
CD
4 4 1
.000
1.000
.000 .000
.000
.00
CD
5 4 1
.000
1.000
.000 .000
.000
.00
Q
1.000
.0
�ivagl�S���
.000
.000
0
30.517
.000
0
.000
.000
0
90.0
.000
.000
.000
0
90.0
.000
.000
.000
0
- 47.189
.000
0
.000
.000
0
14:7�
FILE: lineh.WSW
W S P
G W - EDIT LISTING - Version 14.06
Date:
8 -30 -2004
Time:10:
1: 1
WATER SURFACE PROFILE - CHANNEL DEFINITION
LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR INV Y(1) Y(2)
Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER /PIP WIDTH DIAMETER
WIDTH DROP
CD
1
4
1
1.500
CD
2
4
1
1.000
CD
3
4
1
.670
CD
4
4
1
1.000
CD
5
4
1
1.000
W S P G W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD LISTING
HEADING
LINE
NO
1
IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "H"
HEADING
LINE
NO
2
IS -
TD DESERT DEVELOPMENT, CORAL MTN., CITY OF LA QUINTA
HEADING
LINE
NO
3
IS -
FILE: LINEH.EDT
W S P G W
PAGE NO
2
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A SYSTEM OUTLET «
*
«
U/S DATA
STATION
INVERT
SECT
W
S ELEV
988.000
422.000
1
426.000
ELEMENT
NO
2
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1141.310
422.770
1 .009
.000
.000
.000
0
ELEMENT
NO
3
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1183.920
422.980
1 .009
80.000
30.517
.000
0
ELEMENT
NO
4
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1281.250
423.470
1 .009
.000
.000
.000
0
ELEMENT
NO
5
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1282.250
423.470
1 2 0 .009 3.300
.000
424.470
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT NO
6
IS A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1354.450
424.930
2 .009
..000
.000
.000
0
ELEMENT
NO
7
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2 N Q3
Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1355.450
424.930
5 4 0 .009 1.600
.000
425.930
.000 90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
8
IS
A REACH
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1381.410
427.310
3 .009
.000
.000
.000
0
W S P G W
PAGE NO
3.
WATER SURFACE
PROFILE -
ELEMENT CARD LISTING
ELEMENT
NO
9
IS
A REACH
*
*
«
U/S DATA
STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1443.180
432.970
3 .009
75.000 - 47.189 .000 0
ELEMENT NO 10 IS A REACH
U/S DATA STATION
INVERT
SECT N
RADIUS ANGLE ANG PT MAN H
1445.420
433.180
3 .009•
.000 .000 .000 0
ELEMENT NO 11 IS A SYSTEM HEADWORKS
U/S DATA STATION.
INVERT
SECT
W S ELEV
1445.420
433.180
3
433.180
FILE: lineh.WSW
W'S P
G W -
CIVILDESIGN Version
14.06
PAGE
1
Program
Package Serial
Number:
1586
WATER
SURFACE
PROFILE LISTING
Date:.8 -30 -2004
Time:10:
1:
5
WATER PRESSURE
GRADIENT ANALYSIS
LINE "G"
TD DESERT
DEVELOPMENT, CORAL MTN.,
CITY OF LA QUINTA
FILE:
LINEH.OUT
+* x*++# x4x++#++*
x***#*#++ fx#**+# x+ x+** x++
x+*#++*#*#
x+*++
x+# x+**#+*++**
x#+*+*+++#*+
x# x# x#+++ +* *f + + # #i
+x + ## * #f +i * * # +* *f
#x+ #i
# # * * * ► **
Invert I
Depth
! Water I
Q !
Vel
Vel I
Energy I
Super
ICriticallFlow
TopIReight
/IBase Wt)
INo Wth
Station I
Elev
(FT)
Elev i
(CFS) I
(FPS)
Head I
Grd.E1.I
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem ICh
Slope I
I I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
I "N" I X -Fa11I
ZR
IType
Ch
!
I
I
I ! I
I
!
988.000
(
422.000
4.000
I !
426.000
I
5:90
3.34
!
.17
426.17
.00
.94
.00
1.500
.000
.00
1
.0
153.310
.0050
.0015
.23
4.00
.00
.79
.009
.00
.00
PIPE
1
I
1141.310
I
422.770
I
3.462
I
426.232
I
5.90
3.34
I
.17
I
426.40
.00
I
.94
I
.00
I I
1.500
I
.000
.00
1
1_
.0
_I_
42.610
_I_
.0049
_I_
_I_
_I_
_I_
_I_
.0015
_I_
.06
_I_
.00
_I_
.00
_1_
.80
_I_
.009
_I_
.00
.00
PIPE
1183.920
422.980
3.336
426.316
5.90
3.34
.17
426.49
.00
.94
.00
1.500
.000
.00
1
.0
97.330
.0050
.0015
.15
3.34
.00
.79
.009
.00
.00
PIPE
1281.250
423.470
2.994
426.464
5.90
3.34
.17
426.64
.00
.94
.00
1.500
.000
.00
1
.0
JUNCT STR
.0000
.0009
.00
2.99
.00
.009
.00
.00
PIPE
1282.250
423.470
3.273
426.743
2.60
3.31
.17
426.91
.00
.69
.00
1.000
.000
.00
1
.0
72.200
.0202
.0026
.18
3.27
.00
.41
.009
.00
.00
PIPE
1354.450
424.930
1.998
426.928
2.60
3.31
.17
427.10
.00
.69
.00
1.000
.000
.00
1
.0
JUNCT STR
.0000
.0015
.00
2.00
.00
.009
.00
.00
PIPE
1355.450
424.930
2.289
427.219
1.00
2.84
.12
427.34
.00
.47
.00
.670
.000
.00
1
.0
13.160
.0917
.0032
.04
2.29
.00
.20
.009
.00
.00
PIPE
1368.610
426.136
1.124
427.260
1.00
2.84
.12
427.38
.00
.47
.00
.670
000
.00
1
.0
HYDRAULIC JUMP
1368.610
426.136
.196
426.333
1.00
11.62
2.10
428.43
.00
.47
.61
.670
.000
.00
1
.0
12.800
.0917
.0905
1.16
.20
5.45
.20
.009
.00
.00
PIPE
a
M M =1 M = = = M = = = = = M = M = M w
FILE: lineh.WSW
W S P
G W-
CIVILDESIGN Version 14.06
PAGE
2
Program
Package Serial Number:
1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -30 -2004
Time:10:
1:
5
WATER PRESSURE
GRADIENT ANALYSIS
LINE "G"
TD DESERT
DEVELOPMENT, CORAL MTN.,
CITY OF LA QUINTA
FILE:
LINEH.OUT
Invert
I Depth
I Water
I Q I
Vel
Vel I
Energy I Super
ICriticallFlow
ToplHeight
/IBase
Wt1
INo Wth
Station
I Elev
I (FT) I
Elev
l (CPS) I
(FPS)
Head I
Grd.E1.I
Elev
I Depth I
Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
L /Elem
ICh Slope
I I
I I
SF Avel
HF ISE
DpthlFroude
NINorm Dp
I "N ""
I X -Fa11I
ZR
IType
Ch
+ ff+ f## x#
Ifff * + + #fflff
+ + * * #RI
+ + ## + #xxRl
#f #xxfixxl#
xxx#+ xlxx##
x# xIf#
ixx #xxxlxxxxx
*xI
#xxf *f +xlxffff
I
#xxl
#xxx + +xl#
I
##xff#I
I i
+## ##
Ixx +f #++
I
1381.410
I
427.310
I I
.197
427.507
I I
1.00
11.53
I
2.07
I
429.57
.03
i
.47
.61
.670
.000
.00
1
1-
.0
26.093
.0916
.0855
2.23
.23
5.39
.20
.009
.00
I
.00
PIPE
f
1407.503
I
429.701
I I
.202
429.903
I I
1.00
11.15
I
1.93.
I
431.83
03
I I
.47
.62
I
.670
I
.000
.00
1
.0
11.007
.0916
.0763
.84
.23
5.14
.20
.009
.00
.00
PIPE
a 1418.510
I I
430.709
I
.209
430.919
I I
1.00
10.63
I
1.75
I
432.67
.03
I I
.47
.62
I
.670
I I
.000
.00
I
1
.0
6.139
.0916
.0668
.41
.24
4.81
.20
.009
i
.00
I
.00
PIPE
I
1424.650
I I
431.272
I
.216
431.488
I I
1.00
10.13
I
1.59
I
433.08
.03
I I
.47
.63
I
.670
.000
.00
1
.0
4.135
.0916
.0585
.24
.24
4.50
.20
.009
I
.00
I
.00
PIPE
I
1428.785
I I
431.651
I
.224
431.875
I I
1.00
9.66
I
1.45
I
433.32
.02
I i
.47
.63
I
.670
.000
.00
1
.0
3.070
.0916
.0513
.16
.25
4.21
.20
.009
I
.00
I
.00
PIPE
I
1431.854
I I
431.932
I
.232
432.164
I I
1.00
9.21
I
1.32
I
433.48
.02
I I
.47
.64
I
.670
.000
.00
1
.0
2.395
.0916
.0449
.11
.25
3.94
.20
.009
I I
.00
I
.00
PIPE
I
1434.250
I i
432.152
I
.240
432.392
I I
1.00
8.78
I
1.20
I
.433.59
.02
I I
.47
.64
.670
.000
.00
1
.0
1.914
.0916
.0394
.08
.26
3.68
.20
.009
I
.00
.00
PIPE
I
1436.163
I I
432.327
I
.249
I
432.576
I
1.00
8.38
I
1.09
I
433.67
.02
I I
.47
.65
I
.670
I
.000
.00
1
.0
1.578
.0916
.0346
.05
.27
3.44
.20
.009
I
.00
.00
PIPE
I
I
1437.741
I
432.472
I
.258
I
432.730
I
1.00
7.99
I
.99
I
433.72
.02
I I
.47
.65
I
.670
I
.000
.00
1
.0
1.322
.0916
.0303
.04
.28
3.21
.20
.009
.00
.00
PIPE
FILE: lineh.WSW
W S P
G W-
CIVILDESIGN Version 14.06
PAGE
3
Program
Package Serial Number:
1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -30 -2004
Time:10:
1:
5
WATER PRESSURE GRADIENT ANALYSIS LINE "G"
TD DESERT
DEVELOPMENT, CORAL MTN.,
CITY OF LA QUINTA
FILE:
LINEH.OUT
Invert I
Depth
I water
l Q I
Vel
Vel I
Energy I Super
ICriticallFlow
ToplHeight
/IBase
Wtl
INO Wth
Station
I Elev I
(FT)
I Elev
I (CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I
X -Fal1I
ZR
IType
Ch
I I
I
I
I
I
I
I
I I
I
I
1439.063
432.593
.267
432.860
I
1.00
7.61
.90
433.76
.02
.47
.66
.670
.000
.00
1
1-
.0
-I-
1.105
-I-
.0916
-I-
-I-
-I-
-I-
-I-
.0266
-I-
.03
-I-
.28
-+-
3.00
-I-
.20
-I-
.009
-I-
.00
.00
PIPE
1440.168
I I
432.694
I
.277
432.971
I I
1.00
7.26
I
.82
I
433.79
.01
I
.47
I
.66
I I
.670
I
.000
.00
I
1
1-
.0
-I-
.943
-I-
.0916
-I-
-I-
-I-
-I-
-I-
.0234
-I-
.02
-I-
.29
-I-
2.80
-I-
.20
-I-
.009
-I-
.00
I
.00
PIPE
I
1441.112
I I
432.780
I
.287
433.068
I I
1.00
6.92
I
.74
I
433.81
.01
I I
.47
.66
I I
.670
.000
.00
1
.0
.810
.0916
.0205
.02
.30
2.61
.20
.009
.00
.00
PIPE
I
1441.922
I I
432.855
I
.297
I
433.152
I
1.00
6.60
I
.68
I
433.83
.01
I I
.47
.67
I I
.670
I
.000
.00
1
.0
.672
.0916
.0180
.01
.31
2.44
.20
.009
.00
.00
PIPE
1442.594
I I
432.916
I
.309
I
433.225
I
1.00
6.29
I
.61
I
433.84
.01
I I
.47
.67
I I
.670
I
.000
..00
I
1
.0
.586
.0916
.0159
.01
.32
2.27
.20
.009
.00
.00
PIPE
I
1443.180
I I
432.970
I
.321
I
433.291
I
1.00
6.00
I
.56
I
433.85
.00
I I
.47
.67
I I
.670
I
.000
.00
1
.0
.392
.0937
.0141
.01
.32
2.12
.19
.009
I
.00
i
.00
PIPE
I
1443.572
I I
433.007
I
.330
I
433.337
I
1.00
5.77
I
.52
I
433.85
.00
I i
.47
.67
I
.670
.000
.00
1
.0
.420
.0937
.0126
.01
.33
2.00
.19
.009
!
.00
I
.00
PIPE
I
I
1443.992
I
433.046
I
.343
I
433.389
I
1.00
5.51
I
.47
I
433.86
.00
! I
.47
.67
!
.670
..000
.00
1
I_
.0
.360
.0937
.0111
.00
.34
1.86
.19
.009
I
.00
I
.00
PIPE
I
1
1444.352
i
433.080
I
.356
I
433.436
I
1.00
5.25
I
.43
I
433.86
.00
I I
.47
.67
I
.670
.000
.00
1
.0
.297
.0937
.0098
.00
.36
1.73
.19
.009
.00
.00
PIPE
�D
FILE: lineh.WSW
W S P
G W-
CIVILDESIGN Version 14.06
PAGE
4
Program
Package Serial
Number:
1586
WATER
SURFACE
PROFILE LISTING
Date: 8 -30 -2004
Time:10:
1:
5
WATER
PRESSURE
GRADIENT ANALYSIS LINE nGn
TD DESERT
DEVELOPMENT, CORAL MTN., CITY
OF LA QUINTA'
FILE:
LINEH.OUT
Invert J
Depth
J water
) Q I
Vel
Vel I
Energy I Super ICriticallFlow
ToplHeight /lBase
wt1
INo Wth
Station
Elev
(FT)
I Elev
(CPS) I
(FPS)
Head I
Grd.E1.1 Elev I
Depth I Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
(
I I
SF Avel
HF ISE DpthlFroude
NINorm Dp
I "N"
I X -Fa111
ZR
IType
Ch
1444.648
433.108
.370
433.478
1.00
5.00
.39
433.87 .00
.47 .67
.670
.000
.00
1
.0
.251
.0937
.0086
.00 .37
1.61 .19
.009
.00
.00
PIPE
1444.899
433.131
.384
433.515
1.00
4.77
.35
433.87 .00
.47 .66
.670
.000
.00
1
.0
.188
.0937
.0076
.00 .38
1.50 .19
.009
.00
r
.00
PIPE
I
1445.087
I I
433.149
I
.400
433.549
I I
1.00
4.55
I
.32
I I
433.87 .00
I
.47 .66
I I
.670
.000
.00
1
.0
.152
.0937
.0068
.00 .40
1.39 .19
.009
.00
.00
PIPE
1445.239
433.163
.416
433.579
1.00
4.34
.29
433.87 .00
.47 .65
.670
.000
.00
.1
.0
.098
.0937
.0060
.00• .42
1.28 .19
.009
.00
.00
PIPE
1445.337
433.172
.434
433.606
1..00
4.14
.27
433.87 .00
.47 .64
.670
..000
.00
1
.0
.070
.0937
.0053
00 .43
1.19 .19
.009
.00
.00
PIPE
1445.406
433.179
.452
433.631
1.00
3.94
.24
433.87 .00
.47 .63
.670
.000
.00
1
.0
.014
.0937
.0047
.00 .45
1.09 .19
.009
.00
.00
PIPE
1445.420
433.180
.474
433.654
1.00
3.75
.22
433.87 .00
.47 .61
.670
.000
.00
1
.0
T1 WATER PRESSURE GRADIENT ANALYSIS LINE "H' PARALLEL TO MARBELLA
T2 TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
T3 FILE': 31681LINEH
SO
1000.000
416.000
1
420.000
R
1025.050
418.800
1
.009
.000
R
11100.000
427.190
1
.009
- 21.472
R
1161.320
427.500
1
.009
- 17.567
JX
1288.930
428.140
3
2
.009
1.000
428.140
45.0
JX
1462.930
429.010
5
4
.009
5.600
429.760
67.1
JX
1494.190
429.170
7
6
.009
21.000
430.150
45.0
TS
1498.190
430.670
8
.013
.000
R
1824.730
432.310
8
:009
.000
JX
1877.760
432.570
10
9
.009
1.800
432.570
57.6
JX
1911.230
432.740
12
11
.009
1.000
432.740
55.4
R
1920.920
432.790
12
.009
.000
SH
1920.920
432.790
12
432.790
CD
1 4 1
.000
2.500
.000
.000
.000
.00
CD
2 4 1
.000
.500
.000
.000
.000
.00
CD
3 4 1
.000
2.500
.000
.000
.000
.00
CD
4 4 1
.000
1.000
.000
.000
.000
.00
CD
5 4 1
.000
2.500
.000
.000
.000
.00
CD
6 4 1
.000
2.500
.000
.000
.000
.00
CD
7 4 1
.000
2.500
.000
.000
.000
.00
CD
8 4 1
.000
1.000
.000
.000
.000
.00
CD
9 4 1
.000
1.000
.000
.000
.000
.00
CD
10 4 - 1
.000
1.000
.000
.000
.000
.00
CD
11 4 1
.000
.670
.000
.000
.000
.00
CD
12 4 1
.000
.670
.000
.000
.000
.00
Q
1.000
.0
'V ;fAj
0
'.000 0
.000 0
.000 0
.000
.000
.000
.000 0
6.077
.000
.000 0
lez
FILE: 31681LINEH.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 9 -17 -2004 Time: 3:34: 7
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 2.500
CD 2 4 1 .500
CD 3 4 1 2.500
CD 4 4 1 1.000
CD 5 4 1 2.500
CD 6 4 1 2.500
CD 7 4 1 2.500
CD 8 4 1 1_000
CD 9 4 1 1.000
CD 10 4 1 1.000
CD 11 4 1 .670
CD 12 4 1 .670
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "H' PARALLEL TO MARBELLA
HEADING LINE NO 2 IS -
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE NO 3 IS -
FILE: 31681LINEH
W S P G W PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
1000.000 416.000 1 420.000
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1025.050 418.800 1 •009 .000 .000 .000 0
ELEMENT NO 3 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1100.000 427.190 1 .009 199.996 - 21.472 .000 0
ELEMENT NO 4 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1161.320 427.500 1 .009 199.999 - 17.567 .000 0
ELEMENT NO 5 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1288.930 428.140 3 2 0 .009 1.000 .000 428.140 .000 45.000 .000
RADIUS ANGLE
.000 .000
ELEMENT NO 6 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1462.930 429.010 5 4 0 .009 5.600 .000 429.760 .000 67.100 .000
.RADIUS ANGLE
.000 .000
ELEMENT NO 7 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1494.190 429.170 7 6 0 .009 21.000 .000 430.150 .000 45.000 .000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
8
IS
A TRANSITION
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
1498.190
430.670
8
.013
.000
.000
W S P G W
PAGE NO
3
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ELEMENT
NO
9
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1824.730
432.310
8
.009
.000
.000
.000
0
ELEMENT
NO
10
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
1877.760
432.570
10 9 0
.009
1.800
.000 432.570
.000
57.600
.000
RADIUS
ANGLE
499.983
6.077
ELEMENT
NO
11
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
1911.230
432.740
12 11 0
.009
1.000
.000 432.740
.000
55.400
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
12
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1920.920
432.790
12
.009
.000
.000
.000
0
ELEMENT
NO
13
IS
A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W S ELEV
1920.920
432.790"
12
432.790
FILE: 31661LINEH.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE
1
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -20
-2004
Time:
5:19:37
WATER
PRESSURE GRADIENT ANALYSIS LINE "H' PARALLEL TO
MARHELLA
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEH
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight
/fBase
wtj
INo wth
Station
I Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev I
Depth I
Width
IDia. -FTIor
I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
SP Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I
X -Fall
ZR
IType
Ch
1000.000
416.000
.805
416.805
31.40
22.99
8.21
425.02
.00
1.91
2.34
2.500
.000
.00
1
.0
9.610
.0930
.0540
.52
.80
5.30
.71
.009
.00
.00
PIPE
1009.610
416.894
.819
417.713
31.40
22.44
7.82
425.53
.00
1.91
2.35
2.500
.000
.00
1
.0
15.440
.0930
.0489
.75
.82
5.12
.71
.009
.00
.00
PIPE
1025.050
418.330
.848
419.178
31.40
21.39
7.11
426.28
.17
1.91
2.37
2.500
.000
.00
1
.0
10.268
.0933
.0433
.44
1.02
4.79
.70
.009
.00
.00
PIPE
1035.318
419.288
.873
420.161
31.40
20.57
6.57
426.73
.16
1.91
2.38
2.500
.000
.00
1
.0
10.322
.0933
.0384
.40
1.03
4.53
.70
.009
.00
.00
PIPE
1045.640
420.250
.904
421.154
31.40
19.61
5.97
427.13
.14
1.91
2.40
2.500
.000
.00
1
.0
8.573
.0933
.0337
.29
1.05
4.23
.70
.009
.00
.00
PIPE
1
1054.212
421.050
.936
421.986
31.40
18.70
5.43
427.41
.13
1.91
2.42
I
2.500
1
.000
.00
1
.0
7.210
.0933
.0295
.21
1.07
3.96
.70
.009
.00
.00
PIPE
1061.422
421.722
.970
422.692
31.40
17.83
4.93
427.63
.12
1.91
2.44
2.500
.000
.00
1
.0
6.141
.0933
.0259
.16
1.09
3.69
.70
.009
.00
.00
PIPE
1067.563
422.295
1.005
423.300
31.40
17.00
4.49
427.79
.11
1.91
2.45
2.500
.000
.00
1
.0
5.259
.0933
.0227
.12
1.12
3.45
.70
.009
.00
.00
PIPE
1072.822
422.785
1.042
423.827
31.40
16.21
4.08
427.91
.10
1.91
2.47
2.500
.000
.00
1
.0
4.540
.0933
.0200
.09
1.14
3.22
.70
.009
.00
.00
PIPE
NN
FILE: 31681LINEH.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE
2
Program
Package Serial
Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -20
-2004
Time:
5:19:37
WATER
PRESSURE GRADIENT ANALYSIS LINE "H' PARALLEL TO
MARBELLA
TD DESERT DEVELOPMENT, CORAL MTN.
AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINEH
++++++ x++
t+ xx++++ tt++++++++
tx+
a++++++ x+++
xrx+a xr++++++++
x#++ txtx+ x+
tt+++++ rx++
t++ x++
x+++ xx+ t
+ + +t ++ ++
+tx + +x + +x
+t +t + +t + +t + ++
+ ++ +x
+ ++
Invert I
Depth
I Water
1 Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight
/)Base
WtI
INO Wth
Station
I Elev
(FT)
I Elev
I (CFS)
(FPS)
Head I
Grd.El.I
Elev I
Depth I
Width
IDia. -FTIor
I.D.I
ZL
jPrs /Pip'
L /Elem
•++ t+++ t+
ICh Slope I
�+++ t+ x++ tl+++
txt++
I
�+ x+++ t++ tlxx++
I I
xx++ xlx+
t++++
SF Avel
�+ x+ tx++ Ix++
HF ISE
xxx+++ I++++
DpthlFroude
tx+ lx+
NINorm
+ +x + +tl
Dp
+x + +. + + +I
I "N"
+ + + + +x,il
I X -Fa111
+ + + +x+ +fix
ZR
+t ++
IType
I +t + +
Ch
+ ++
1077.362
423.209
1.080
424.289
31.40
15.45
3.71
428.00
.09
1.91
2.48
2.500
.000
.00
1
.0
3.923
.0933
.0175
.07
1.17
3.01
.70
.009
.00
.00
PIPE
1081.285
423.575
1.120
424.695
31.40
14.73
3.37
428.07
-.08
1.91
2.49
2.500
.000
.00
1
.0
3.397
.0933
.0154
.05
1.20
2.80
.70
.009
.00
.00
PIPE
I
1084.682
I I
423.891
1.162
I
425.053
I I
31.40
14.05
I
3.06
I
428.12
I
.08
I
1.91
2.49
I
2.500
I I
.000
.00
1
1-
.0
-1-
2.943
-I-
.0933
-I-
-I-
-I-
-I-
-I-
.0136
-I-
.04
-I-
1.24
-I-
2.61
-I-
.70
-i-
.009
-I-
.00
.00
PIPE
1087.625
424.166
1.206
425.372
31.40
13.39
2.79
428.16
.07
1.91
2.50
.2.500
.000
.00
1
.0
2.560
.0933
.0119
.03
1.28
2.44
.70
.009
.00
.00
PIPE
1090.185
424.405
1.251
425.656
31.40
12.77
2.53
428.19
.06
1.91
2.50
2.500
.000
.00
1
.0
2.202
.0933
.0105
.02
1.31
2.27
.70
.009
.00
.00
PIPE
1092.387
424.610
1.299
425.909
31.40
12.18
2.30
428.21
.06
1.91
2.50
2.500
.000
.00
1
.0
1.884
.0933
.0093
.02
1.36
2.11
.70
.009
.00
.00
PIPE
1094.271
424.786
1.350
426.136
31.40
11.61
2.09
428.23
.05
1.91
2.49
2.500
.000
.00
1
.0
1.613
.0933
.0082
.01
1.40
1.96
.70
.009
.00
I I
.00
PIPE
I
1095.884
i i
424.936
1.403
I
426.339
I I
31.40
11.07
I
1.90
I
428.24
I
.05
I
1.91
2.48
I
2.500
.000
.00
1
.0
1.359
.0933
.0072
.01
1.45
1.82
.70
.009
.00
.00
PIPE
1097.243
425.063
1.459
426.522
31.40
10.55
1.73
428.25
.04
1.91
2.46
2.500
.000
.00
1
.0
1.131
.0933
.0064
.01
1.50
1.69
.70
.009
.00
.00
PIPE
M= M S M M M M M IIIIIIIIIIIIIIIIIIN M M=11 IIIIIIIIIIIIIIIIIIIN M M M IIIIIIIIIIIIIIIIIIN r
FILE: 31681LINEH.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE
3
Program
Package Serial
Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -20 -2004
Time:
5:19:37
WATER
PRESSURE GRADIENT ANALYSIS LINE OKI PARALLEL TO
MARBELLA
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
FILE: 316SILINSH
+ #t+t + + +ittttiif
#tttt
#if #iifif if if ififiiiifff iff if*
ffffff#**
f**###
ttf• ff** f*
iiif fff
Rf#* iti# ititt +itR
*ff *f *iiittti * # * #itit*
#+t*t
* ++
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight/
Base Wtj
INo Wth
Station
I Elev
(FT)
Elev
I (CFS) I
(FPS)
Head I
Grd.El.I
Elev I
Depth I
Width
IDia. -FTIor
I.D.1
ZL
(Prs /Pip
L /Elem
+**t tt* ttf*
ICh Slope I
ttfffi+ flf**
ffff*
I
I* it*### ifI**##**
I I
fffl*
f*** ifl#*
SF Avel
A# ttiliifi#**
HF ISE
f* It#
DpthIFroude
i* ft* I*
NINorm
iti*t t# li
Dp
* * * *t #iliffitttlttt
I "N"
( X -Fall]
* #f *Itt
ZR
++#
IType
I +tit
Ch
* #+
1098.374
425.168
1.518
426.686
31.40
10.06
1.57
428.26
.04
1.91
2.44
2.500
.000
.00
1
0
.912
.0933.
.0057
.01
1.56
1.57
.70
.009
.00
.00
PIPE
1099.286
425.253
1.581
426.835
31.40
9.59
1.43
428.26
.03
1.91
2.41
2.5'00
.000
.00
1
.0
.714
.0933
.0050
.00
1.62
1.45
.70
.009
.00
.00
PIPE
1100.000
425.320
1.648
426.968
31.40
9.15
1.30
428.27
.03
1:91
2.37
2.500
.000
.00
1
.0
61.320
.0051
.0046
.28
1.68
1.34
1.61
.009
.00
.00
PIPE
1161.320
425.630
1.691
427.321
31.40
8.89
1.23
428.55
.00
1.91
2.34
2.500
.000
.00
1
.0
JUNCT STR
.0050
.0038
.48
1.72
1.27
.009
.00
.00
PIPE
1288.930
426.270
1.879
428.149
30.40
7.68
.92
429.07
.00
1.88
2.16
2.500
.000
.00
1
.0
JUNCT STR
.0052
.0025
.44
1.88
1.00
.009
.00
.00
PIPE
1462.930
427.170
1.945
429.115
24.80
6.05
.57
429.68
.00
1.70
2.08
2.500
.000
.00
1
.0
JUNCT STR
.0042
.0010
.03
1.94
.76
.009
.00
.00
PIPE
1494.190
427.300
2.405
429.705
3.80
.78
.01
429.71
.00
.64
.95
2.500
.000
.00
1
.0
TRANS STR
.3750
2.41
.06
.013
.00
.00
PIPE
1498.190
428.800
.725
429.525
3.80
6.23
.60
430.13
.00
.83
.89
1.000
.000
.00
1
.0
247.830
.0071
.0071
1.76
.73
1.33
.73
.009
.00
.00
PIPE
1746.020
430.561
.725
431.286
3.80
6.23
.60
431.89
.00
.83
.89
1.000
.000
.00
1
.0
59.368
.0071
.0068
.41
.73
1.33
.73
.009
.00
.00
PIPE
1�t1
V
.= M M M M M M M M M M M M M M M M M
FILE: 31681LINEH.WSW
W S P G W-
CIVILDESIGN Version
14.06
PAGE 4
Program
Package Serial Number: 1586
WATER
SURFACE
PROFILE LISTING
Date: 9 -20 -2004
Time:
5:19:37
WATER
PRESSURE GRADIENT ANALYSIS LINE "H' PARALLEL TO MARBELLA
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
FILE: 31681LINZH
+ r+ rr*## r#+
f+ r# r+#+ t######+
f#####+#+#############+####+#######
ff+ f### f###+# R#######+
R#** r## f # #f # ++# #
# #r+ +## # + *+ +### # +Rr
+rr
# #rrr ##r
J Invert J
Depth
J Water
J Q J Vel
Vel J
Energy J
Super JCriticalJFlow
TopJHeight
/JBase
WtJ
JNo Wth
Station
Elev
(FT)
J Elev
J (CFS) J (FPS)
Head J
Grd.El.J
Elev I
Depth J Width
JDia. -FTIor
I.D.J
ZL
IPrs /Pip
L /Elem
JCh Slope I
AveJ
HF JSE
DpthJFroude
NINorm Dp
I "N"
J X -Fall
ZR
JType Ch
1805.388
430.983
.750
431.733
3.80 6.01
.56
432.29
.00
.83 .87
1.000
.000
.00
1 .0
15.800
.0071
.0062
.10
.75
.1.24 .73
.009
.00
.00
PIPE
1821.188
431.095
.787
431.882
3.80 5.73
.51
432.39
.00
.83 .82
1.000
.000
.00
1 .0
3.542
.0071
.0056
.02
.79
1.12 .73
.009
.00
.00
PIPE
1824.730
431.120
.829
431.949
3.80 5.46
.46
432.41
.00
.83 .75
1.000
.000
.00
1 .0
JUNCT STR
.0070
.0034
.18
.83
1.00
.009
.00
.00
PIPE
1877.760
431.490
1.204
432.694
2.00 2.55
.10
.432.79
.00
.60 .00
1.000
.000
.00
1 .0
JUNCT STR
.0072
.0024
.08
1.20
.00
.009
.00
.00
PIPE
1911.230
431.730
1.078
432.808
1.00 2.84
.12
432.93
.00
.47 .00
.670
.000
.00
1 .0
9.690
.0072
.0032
.03
1.08
.00 .40
.009
.00
.00
PIPE
1920.920
_J_
431.800
_J_
1.039
_J_
432.839
_J_
1.00 2.84
_J_ _J_
.12
-J_
432.96
_J_
.00
_J_
.47 .00
_I_ _J_
.670
_I_
.000
_J_
.00
1 .0
J_
wA`
W
T1
WATER PRESSURE GRADIENT ANALYSIS LINE °H -1° STA.
12+74.52 MARBELLA
0
T2
TD DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
T3
FILE: 31681LINEHI
SO
1288.930 426.270 1
428.150
R
1300.150 428.970 1
.009
.000
.000 0
R
1333.400 434.000 1
.009
31.751
.000 0
R
1566.100 437.550 1
.009
.000
.000 0
SH
1566.100 437.550 1
437.550
CD
1 4 1 .000
.500 .000 .000 .000
.00
Q
1.000 .0
�9Y
114
Q
FILE: 31681LINEHI.WSW W S P G W - EDIT LISTING - Version 14.06 Date:
9 -21 -2004
Time: 6:54:21
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
I . PAGE
1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1)
Y(2) Y(3) Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 .500
W S P G W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINE °H -1° STA. 17 +74.52 MARBELLA
HEADING LINE NO 2 IS -
TD DESERT DEVELOPMENT, CORAL MM. AT ANDALUSIA,
CITY OF LA QUINTA
HEADING LINE NO 3 IS -
FILE: 31681LINEHI
W S P G W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * '
U/S DATA STATION INVERT SECT
W S ELEV
1288.930 426.270 1
428.150
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N
- RADIUS
ANGLE
ANG PT
MAN H
1300.150 428.970 1 .009
.000
.000
.000
0
ELEMENT NO 3 IS A REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1333.400 434.000 1 .009
60.001
31.751
.000
0
ELEMENT NO 4 IS A REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1566.100 437.550 1 .009
.000
.000
.000
0
ELEMENT NO 5 IS A SYSTEM HEADWORKS *
'
U/S DATA STATION INVERT SECT
W S ELEV
1566.100 437.550 1
( 437.550
114
Q
FILE: 31681LINEHI.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 1
Program Package Serial
Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
6:54:26
PATER PRESSURE
GRADIENT ANALYSIS
LINE 08 -1" STA.
12+74.32 Ida►RS>MA
TD DESERT
DEVELOVMNT, CORAL MTN.
AT ANDALUSIA,
CITY OF LA QUINTA
FILE: 316S1LINE81
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight /lBase
Wt1
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev I
-I-
Depth
-I-
I Width
-I-
IDia. -FTlor
-I-
I.D.I
-I-
ZL
-I
IPrs /Pip
-I-
L /Elem
-I-
[Ch Slope I
-I-
-I-
I I
-I-
I
-I-
-I-
SF Avel
-I-
HF ISE
DpthlFroude NINorm
Dp
I "N"
I X -Fall)
ZR
IType Ch
+++++*+}*
I}**##* f}* I***#*}#}
I* f!* fff** I*}}} f*} ffI*
f}** f*
I*}}* *** I}*} f*l fffl*}***}
fI***** f}}
I * }} * } }ffl * * } * *f *I
I
* + }f #f }I
I i
# *f **
I } } # } #f+
I
1288.930
I I
426.270
.181
I I
426.451
I
1.00
15.57
I
3.76
I
430.21
I
.00
.47
I
.48
-I-
.500
-I-
.000
-I-
.00
1 .0
1-
-I-
4.556
-I-
.2406
-I-
-I-
-I-
-I-
-i-
.1822
-I-
.83
-i-
.18
-I-
7.50
.17
.009
.00
.00
PIPE
1293.486
I I
427.366
.186
I I
427.552
I
1.00
14.93
I
3.46
I
431.01
I
.00
.47
I
.48
-I-
I
.500
-I-
I I
1000
-I-
.00
I
1 .0
1-
-I-
3.858
-I-
.2406
-I-
-I-
-I-
-I-
-I-
.1609
-I-
.62
-I-
.19
-I-
7.07
.17
.009
.00
.00
PIPE
1297.344
I I
428.295
.193
I I
428.488
I
1.00
14.23
I
3.15
I
431.63
I
.00
.47
I
.49
I
.500
-I-
I I
.000
-I-
.00
I
1 .0
-I-
2.806
-I-
.2406
-I-
-I-
-I-
-I-
-I-
.1414
-i-
.40
-I-
.19
-I-
6.60
-I-
.17
.009
.00
.00
1-
PIPE
1300.150
I i
428.970
.201
I I
429.171
I
1.00
13.57
I
2.86
I
432.03
I
.05
.47
I
.49
-I-
I
.500
-I-
I I
.000
-I-
.00
I
1 .0
1-
-I-
7.632
-I-
.1513
-I-
-I-
-I-
-I-
-I-
.1258
-I-
.96
-I-
.25
-I-
6.17
.19
.009
.00
.00
PIPE
1307.782
I I
430.125
.206
I I
430.331
I
1.00
13.07
I
2.65
I
432.98
I
.04
:47
I
.49
I
.500
-I- -I-
I I
.000
-I-
.00
1 .0
1-
-I-
5.929
-I-
.1513
-I-
-I-
-I-
-I-
-I-
.1120
-I-
.66
-I-
.25
-I-
5.84
.19
.009
.00
.00
PIPE
I
1313.712
I I
431.022
.214
I I
431.236
I
1.00
12.46
I
2.41
I
433.65
I
.04
.47
I
.49
I
.500
-I- -I-
I I
.000
-I-
.00
1 .0
1-
-I-
4.003
-I-
.1513
-I-
-I-
-I-
-I-
-I-
.0983
-I-
.39
-I-
.25
-I-
5.45
.19
.009
.00
I
.00
PIPE
I
1317.715
I I
431.627
.221
I I
431.848
I
1.00
11.88
I
2.19
I
434.04
I
.04
.47
-I-
I
.50
I
.500
-I- -I-
I
.000
-I-
.00
1 .0
1-
-I-
2.929
-I-
.1513
-I-
-I-
-I-
-I-
-I-
.0863
-I-
.25
-i-
.26
5.08
.19
.009
.00
.00
PIPE
I
1320.644
I I
432.070
.230
I I
432.300
I
1.00
11.33
I
1.99
I
434.29
I
.03
.47
-I-
I
.50
I
.500
-I- -I-
I
.000
-I-
I
.00
1 .0
1-
-I-
2.298
-I-
1513
-I-
-I-
-I-
-I-
-I-
.0760
-I-
.17
-I-
.26
4.74
.19
.009
I
.00
I
.00
I
PIPE
I
1322.942
I I
432.418
.238
I I
432.656
I
1.00
10.80
I
1.81
I
434.47
I
.03
-I-
.47
-I-
I
.50
.500
-I- -I-
.000
-I-
.00
1 .0
1-
-I-
1.841
-I-
.1513
-I-
-I-
-I-
-I-
-I-
.0668
-I-
.12
.27
4.42
.19
.009
.00
.00
PIPE
O
FILE: 31681LINEHl.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 2
Program Package Serial
Number: 1586
WATER SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
6:54:26
STATER PRESSURE
GRADIENT ANALYSIS
LIMB "B -1" STA.
12+74.52 14RMLLA
TD DESERT
DEVELOPMENT, CORAL MM.
AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINZHI
I Invert I
Depth I
Water I
4 I
Vel Vel I
Energy I
Super ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS) Head I
Grd.El.l
Elev I
Depth I
Width
IDia. -FTlor
I.D.I
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N"
I X -Fall)
ZR
IType Ch
** x* f* f**
I* x** xxxxal****#*#* I#*##**#*#
I##*##**** I#**#***
I******* I***** x*#* I****#*#
I*
x#*#*** I
* *# # # * * *I * #*# * #*I
# ## # #* #I
i
* #* *#
I * * *x * #*
I
1324.783
I I
432.696
I
.247
I
432.944
I
1.00
I
10.30 1.65
I
434.59
I
.03
I
.47
.50
i
.500
-I-
I
.000
-I-
.00
1 .0
1-
-I-
1.510
-I-
.1513
-I-
-I-
-I-
-I- -I-
.0588
-I-
.09
-I-
.27
-i-
4.12
-I-
.19
.009
.00
.00
PIPE
1326.294
I I
432.925
I
.257
I
433.182
I
1.00
I
9.82 1.50
I
434.68
I
.02
I
.47
150'
I
.500
-I-
I I
.000
-I-
.00
I
1 .0
-I-
1.268
-I-
.1513
-I-
-i-
-I-
-I- -I-
.0519
-I-
.07
-I-
.28
-I-
3.83
-I-
.19
.009
.00.
.00
1-
PIPE
1327.562
I I
433.117
I
.267
I
433.384
I
1.00
I
9.36 1.36
I
434.74
I
.02
I
.47
:50
I
.500
I I
.000
-I-
.00
I
1 .0
-I-
1.077
-I-
.1513
-I-
-I-
-I-
-I- -I-
.0457
-I-
.05
-I-
.29
-I-
3.56
-I-
.19
-I-
.009
.00
.00
1-
PIPE
I
1328.639
I I
433.280
I
.277
I
433.557
I
1.00
I
8.92 1.24
I
434.79
I
.02
I
.47
.50
I
.500
-I-
I I
.000
-I-
.00
1 .0
-I-
.914
-I-
.1513
-I-
-I-
-I-
-I- -I-
.0403
-I-
.04
-I-
.30
-I-
3.31
-I-
.19
.009
.00
.00
1-
.PIPE
1329.554
I I
433.418
I
.288
I
433.706
I
1.00
I
8.51 1.12
I
434.83
I
.02
I
.47
.49
I
.500
-I-
I I
.000
-i-
.00
I
•1 .0
1-
-I-
.780
-I-
.1513
-1-
-I-
-I-
-I- -I-
.0357
-I-
.03
-I-
.31
-I-
3.08
.19
-I-
.009
.00
I
.00
PIPE
I
1330.334
I I
433.536
I
.300
I
433.836
I
1.00
I
8.11 1.02
I
434.86
I
.02
I
.47
.49
I
.500
-I-
I
.000
-1-
.00
1 .0
1-
-I-
.676
-I-
.1513
-I-
-I-
-I-
-I- -1-
.0316
-I-
.02
-I-
.32
-I-
2.85
.19
-I-
.009
.00
.00
PIPE
I
1331.010
I I
433.638
i
.312
I
433.951
I
1.00
I
7.74 .93
I
434.88
I
.02
I
.47
.48
I
.500
-I- -I-
I I
.000
-I-
.00
1 .0
1-
-I-
.580
-I-
.1513
-I-
-I-
-I-
-I- -I-
.0280
-I-
.02
-I-
.33
-I-
2.64
.19
.009
.00
I
'.00
PIPE
1331.590
I I
433.726
I
.325
I
434.051
I
1.00
I
7.38 .84
I
434.90
I
.01
I
.47
.48
I
.500
-I- -I-
I
.000
-I-
.00
1 .0
1-
-I-
.489
-I-
.1513
-I-
-I-
-I-
-I- -I-
.0249
-I-
.01
-I-
.34
-I-
2.44
.19
.009
.00
I
.00
PIPE
I
1332.079
I I
433.800
.340
I I
434.140
I
1.00
I
7.03 .77
I
434.91
I
.01
I
.47
.47
I
.500
-I- -I-
I
.000
-I-
.00
1 .0
1-
-I-
.425
-I-
.1513
-I-
-I-
-I-
-I- -I-
.0222
-I-
.01
-I-
.35
-I-
2.24
.19
.009
.00
.00
PIPE
N
FILE: 31681LINEHI.WSW
W S P G W- CIVILDESIGN Version
14.06
PAGE
3
Program
Package Serial Number: 1586
WATER SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
6:54:26
WATER PRESSURE GRADIENT ANALYSIS
LINE "B -1" STA.
12 +74.52
bMMELLA
TD DESERT DEVELOPMENT, CORAL MTN.
AT ANDALUSIA,
CITY OF LA QUINTA
FILE: 31681LINER1
I Invert I
Depth
I Water I
Q I Vel Vel I
Energy I
Super ICriticallFlow
TopiHeight /lBase WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I (FPS) Head I
Grd.E1.1
Elev I
Depth
I Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
-I-
L /Elem
-I-
ICh Slope I
-I-
-I-
I I
-I- -I- -I-
I SF Avel
-I-
HF ISE
-I-
DpthlFroude
-I- -I-
NINorm Dp
-I- -I-
I "N" I X -Fa111
ZR
-I
IType
Ch
I
1332.503
I I
433.864
I
.355
I
434.2i9
I I
1.00 6.71 .70
I
434.92
I
.01
.47
I
.45
I I
.500
I
.000
.00
1
.0
-I-
.361
-I-
.1513
-I-
-I-
-I- -I- -I-
.0198
-I-
.01
-I-
.37
2.06
-I- -I-
.19
-I-
.009
-I-
.00
.00
1-
PIPE
1332.864
I I
433.919
I
.371
F
434.290
I I
1.00 6.39 .63
i
434.92
I
.01
.47
I
.44
I I
.500
I
.000
.00
I
1
.0
-I-
.297
-I-
.1513
-I-
-I-
-I- -I- -I-
.0178
-I-
.01
-I-
.38
1.88
-I- -I-
.19
-I-
.009
-I-
.00
.00
1-
PIPE
1333.162
i
433.964
I
.389
I
434.353
I I
1.00 6.10 .58
I
434.93
I
.01
.47
I
.42
I I
.500
I
.000
.00
I
1
.0
-I-
.238
-I-
.1513
-I-
-I-
-I- -I- -I-
.0160
-I-
.00
-I-
.40
1.71
-I- -I-
.19
-I-
.009
-I-
.00
.00
1-
PIPE
1333.400
I I
434.000
I
.409
I
434.409
I I
1.00 5.81 .52
I
434.93
I
.00
.47
I
.39
I I
.500
I
.000
.00
I
1
.0
-I-
164.901,
-I-
.0153
-I-
-I-
-I- -I- -I-
.0153
-I-
2.52
-I-
.41
1.53
-I- -1-
.41
-I-
.009
-I-
.00
.00
1-
PIPE
1498.301
-1-
I I
436.516
I
.409
I
436.925
I I
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W
T1 WATER PRESSURE GRADIENT ANALYSIS LINE °H -20 STA. 14 +45.36 MARBELLA 0
T2 TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
T3 FILE: 31681LINEH2
SO 1462.930 427.890 1 429.120
R 1512.430 428.820 1 .009 .000 .000 0
JX 1514.430 428.870 1 2 .013 3.800 429.820 90.0 .000
R 1536.430.429.400 3 .009 .000 .000 0
SH 1536:430 429.400 3 429.400
CD 1 4 1 .000 1.000 .000 .000 .000 .00
CD 2 4 1 .000 1.000 .000 .000 .000 .00
CD 3 4 1 .000 1.000 .000 .000 .000 .00
Q 1.800 .0
.
I
FILE: 31681LINEH2.WSW
W S P
G W - EDIT LISTING - Version
14.06 Date:•9 -21 -2004 Time: 7:37:42
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(1)
Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1 1.000
CD 2
4
1 1.000
CD 3
4
1 1.000
W S P G W
PAGE NO
1
WATER SURFACE PROFILE
- TITLE CARD LISTING
HEADING LINE
NO 1
IS -
WATER PRESSURE GRADIENT ANALYSIS LINE *H -2* STA. 14 +45.36 MARBELLA
HEADING LINE
NO 2
IS -
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
HEADING LINE
NO 3
IS -
FILET 31681LINBH2
W S P G W
PAGE NO
2
•
WATER SURFACE PROFILE
- ELEMENT CARD LISTING
ELEMENT NO
1 IS
A SYSTEM OUTLET * *
•
U/S DATA STATION INVERT
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W S ELEV
1462.930 427.890
1
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2 IS
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• *
• '
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Q3 Q4 INVERT -3 INVERT -4 PHI 3
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*
•
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1536.430 429.400
3
429.400
FILE: 31681LINEH2.WSW
W S P
G W- CIVILDESIGN Version
14.06
PAGE 1
Program Package Serial
Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
7:37:46
W=R PRESSURE QRADIENT ANALYSIS
LINE "B -2" STA.
14+48.36 M IMELLA
TD DESERT
DWMWPMZNT, CORAL MM.
AT ANDALUSIA,
CITY OF
LA QUINTA
FILE: 31681LINER2
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2.39
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N
O
FILE: 31681LINEH2.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING Date: 9 -21 -2004 Time: 7:37:46
HATER PRESSURE GRADIENT ANALYSIS LINE "8 -2" STA. 14 +45.36 MAMELLA
TD DESERT DEVBLOMNT, CORAL MTN. AT ANDALUSIA, CITY or LA QUINTA
FILE: 31681LINS82
I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase WtI INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip
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L /Elem ICh Slope I I I 1 SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch
I I I I I I I I I I I I I
1536.430 429.400 1.883 431.283 1.80 2.29 .08 431.36 .00 .57 .00 1.000 .000 .00 1 .0
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t
T1
WATER PRESSURE GRADIENT ANALYSIS LINE °H -3" STA. 14 +88.37 MARBELLA
0
'
T2
TD DEVELOPMENT, CORAL MTN.
AT ANDALUSIA, CITY OF LA QUINTA
T3
FILE: 31681LINEH3
SO
1491.190 427.530 1
429.710
R
1513.740 428.020 1
.009 .000
.000
0
R
1546.970 428.730 1
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.000
0
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1570.000 429.230 1
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0
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1609.610 429.430 1
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0
' SH 1609.610 429.430 1 429.430
CD 1 4 1 .000 2.000 .000 .000 .000 .00
Q 21.000 .0
1�'
FILE: 31681LINEH3.WSW
W S P G W - EDIT LISTING - Version 14.06
Date:
9 -21 -2004
Time: 7:53:30
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1
4 1 2.000
W S P G W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE
NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINEnH -3n STA. 14+88_.37 MARBELLA
HEADING LINE
NO 2 IS -
TD DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE
NO 3 IS -
FILE; 31681LINEH3
W S P G W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
1491.190 427.530 1
429.710
ELEMENT NO
2 IS A REACH •
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
1513.740 428.020 1 .009
.000
.000
.000
0
ELEMENT NO
3 IS A REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
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1546.970 428.730 1 .009
60.001
31.732
.000
0
ELEMENT NO
4 IS A REACH * •
U/S DATA STATION INVERT SECT N
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1570.000 429.230 1 .009.
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0
ELEMENT NO
5 IS A REACH * •
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
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1609.610 429.430 1 .009
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.000
.000
0
ELEMENT NO
6 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
1609.610 429.430 1
429.430
1�'
FILE: 31681LINEH3.WSW
W S P
G W-
CIVILDESIGN Version 14.06
PAGE
1
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
7:53:34
MATER PRESSURE GRADIENT
ANALYSIS
LnM "8 -3"
STA.
14+88.37 MA MLLA
TD DEVELOPMENT,
CORAL MN. AT
ANDALUSIA, CITY or LA
QUINTA
8IL8: 31681LINE83
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.0063
-I-
.03
-I-
1.34
-I-
1.52
-I-
.92
-I-
.009
-I-
.00
.00
1-
PIPE
a
1
O _
.= M M M M M M M =,M M M M M M M M M
FILE: 31681LINEH3.WSW
W S P G W- CIVILDESIGN
Version 14.06
PAGE 2
Program Package Serial Number: 1586
WATER SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
7:53:34
R3►TZR PRESSURE GRADIBNT ANALYSIS
LIDS "B -3" STA.
14 +68.37 D9U=LLA
TD DBVELOPMNT, CORAL MTN. AT
ANDALUSIA, CITY OF LA QVINTA
FILE: 31681LIN&H3
I Invert I
Depth
I Water I Q I Vel Vel I
Energy I Super ICriticallFlow
ToplHeight /IBase
Wti
INo Wth
Station
I Elev I
(FT)
I Elev I (CFS) I (FPS) Head 1
Grd.El.l Elev I
-I-
Depth I Width
-I- -I-
IDia. -FTIor
-I-
I.D.I
-I-
ZL
-I
IPrs /Pip
-I-
L /Elem
-I-
ICh Slope I
-I-
-I- -I- -I- -I-
I I I SF Avel
-I-
HF ISE DpthlFroude
NINorm Dp
I "N" I
X -Fall)
ZR
IType Ch
x xx xxxxxxlaxaxxxxxalxxxxxxa:
Ixxxxxxxxxlxxxxxxxrxlxxxtxxxlx# xxxxxlxxxxxxxxxlxxxxxxxlxxxxxaxxlarxaxxaxlxxaxxaalxxxaxxxlxaxaa
I
Ixxxxxxx
1
1564.835
I I
429.118
1.394
I I I I
430.512 21.00 8.98 1.25
I I
431.76 .00
I
1.64 1.84
I I
2.000
.000
.00
1 .0
-I-
3.092
-I-
.0217
-I-
-I- -I- -I- -I-
.0056
-I- -I-
.02 1.39
-I- -I-
1.40 .92
-I-
.009
-I-
.00
.00
1-
PIPE
1567.927
I I
429.185
1.458
I I I I
430.643 21.00 8.56 1.14
I I
431.78 .00
I
1.64 1.78
I I
2.000
I
.000
.00
I
1 .0
-I-
2.073
-I-
.0217
-I-
-I- -I- -1- -17
.0050
-1- -1-
.01 1.46
-1- -1-
1.28 .92
-1-
.009
-1-
.00
.00
1-
PIPE
1570.000
I I
429.230
1.527
I I I I
430.757 21.00 8.16 1.03
I I
431.79 .00
I
1.64 1.70
I I
2.000
-I-
I
.000
-I-
.00
I
1 .0
1-
-I-
26.246
-I-
.0050
-I-
-I- -I- -I- -I-
.0047
-I- -I-
.12 1.53
-I- -I-
1.17 1.49
.009
.00
.00
PIPE
1596.246
I I
429.363
1.560
I I I I
430.923 21.00 7.99 .99
I I
431.91 .00
I
1.64 1.66
I I
2.000
I
.000
-I-
.00
I
1 .0
-I-
13.364
-I-
.0050
-I-
-I- -I- -I- -I-
.0043
-I- -I-
.06 1.56
-I- -I-
1.12 1.49
-i-
.009
.00
.00
1-
PIPE
1609.610
-I-
I I
429.430
-I-
1.642
-I-
I I I I
431.072 21.00 7.61 .90
-I- -I- -I- -I-
I I
431.97 .00
-I- -I-
I
1.64 1.53
-I- -I-
I I
2.000
-I-
I
.000
-I-
.00
I
1 .0
I-
N
T1 WATER PRESSURE GRADIENT ANALYSIS LINE "H -4" STA. 18 +53.86 MARBELLA 0
T2 TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
T3 FILE: 31681LINEH4
SO 1877.760 431.490 1 432.690
R 1943.090 433.960 1 .009 .000 .000.0
SH 1943.090 433.960 1 433.960
CD 1 4 1 .000 1.000 .000 .000 .000 .00
Q 1.800 .0
Z/Z
FILE: 31681LINEH4.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 9 -21 -2004
Time: 8:
5:29
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8)
Y(9) Y(10)
CODE NO, TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 1.000
W S P G W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINE "H -48 STA. 18 +53.86 MARBELLA
HEADING LINE NO 2 IS -
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE NO 3 IS -
FILEe 31681LINEH4
W S P G W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
1877.760 431.490 1 432.690
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE
ANG PT
MAN H
1943.090 433.960 1 .009 .000 .000
.000
0
ELEMENT NO 3 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
1943.090 433.960 1 433.960
FILE: 31681LINEH4.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 1
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
8: 5:34
WATER PRESSURE GRADIENT ANALYSIS
LINE "H -4" STA.
18 +53.66
MARSELLA
TD DESERT DEnLOPMENT,
CORAL MTH.
AT ANDALUSIA,
CITY OF LA QUINTA
FILES 31681LINEH4
wwrw+ rrrrrrr+
awrrrt++ •a +atrrr + +r+aara +araaaaaaaaaaaa
sa• aaasaaarara+
aataarr aaara++
raaaararrr
rrrawrrrrraaaartrarrr
+ + +r +
+rr ++
+ + +tr +r+
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight /lBase
WtI
INo Wth
Station
I Elev
(FT)
Elev
I (CPS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I Width
IDia. -FTIor I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope
I
I
SF Avel
HF SSE
DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
♦ rrrrr+ rr
l+ aratrrrrlrr+
aaratlrrarraraalrraa
+aaaalataaaaalrraraar
aaaaaaarrlrrr�aaalaarrraralrr
•aarrrlaarrrar'
+r +tarn
+ +w ++
Irttrww+
1877.760
431.490
1.200
432.690
1.80
2.29
.08
432.77
.00
.57
.00
1.000
.000
.00
1 .0
4.644
.0378
.0012
.01
1.20
.00
.29
.009
.00
.00
PIPE
1882.404
431.666
1.000
432.666
1.80
2.29
.08
432.75
00
.57
.00
1.000
.000
.00
1 .0
HYDRAULIC
JUMP
1882.404
431.666
.293
431.959
1.80
9.38
1.37
433.33
.00
.57
.91
1.000
.000
.00
1 .0
8.692
.0378
.0338
.29
.29
3.60
.29
.009
.00
.00
PIPE
1891.096
431.994
.297
432.291
1.80
9.18
1.31
433.60
.00
.57
.91
1.000
.000
.00
1 .0
15.300
.0378
.0308
.47
.30
3.49
.29
.009
.00
.00
PIPE
1906.397
432.573
.308
432.881
1.80
8.75
1.19
434.07
.00
.57
.92
1.000
.000
.00
1 .0
8.948
.0378
.0270
.24
.31
3.27
.29
.009
.00
.00
PIPE
1915.344
432.911
.319
433.230
1.80
8.34
1.08
434.31
.00
.57
.93
1.000
.000,
.00
1 .0
6.146
.0378
.0236
.15
.32
3.06
.29
.009
.00
.00
PIPE
1921.490
433.143
.330
433.473
1.80
7.95
.98
434.46
.00
.57
.94
1.000
.000
.00
1 .0
4.568
.0378
.0207
.09
.33
2.86
.29
.009
.00
.00
PIPE
1926.058
433.316
.341
433.657
1.80
7.58
.89
434.55
.00
.57
.95
1.000
.000
.00
1 .0
3.462
.0378
.0181
.06
.34
2.67
.29
.009
.00
.00
PIPE
1929.521
433.447
.354
433.801
1.80
7.23
.81
434.61
.00
.57
.96
1.000
.000
.00
1 .0
2.819
.0378
.0159
.04
.35
2.50
. -29
.009
.00
.00
PIPE
N - .
FILE: 31681LINEH4.WSW
W S P G W-
CIVILDESIGN Version
14.06
PAGE 2
Program
Package Serial Number: 1586
-
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
8: 5:34
WATER
PRESSURE GRADIENT ANALYSIS
LINE °E -4. STA.
18 +53.86 NARBELLA
TD DESERT DEVELOPMENT,
CORAL KTN.
AT ANDALUSIA,
CITY OF LA QUINTA
FILE: 31681LINER4
#####+ r+#
r++ r## r# r#+ rr#•• r• rr# rr#### t## r# rrrr+ rr#### r#####
ra+r r######
ra##+##
rr►# aat
r#+• r### # # #r # + # #rr
# +rr # # # # # # + #rr #+r
+ # ##
# + + # # # #+
Invert
Depth
Water I
Q ( Vel
Vel
Energy I
Super
ICriticalIFlow
ToplHeight
/lBase
wtj
INo Wth
Station
I Elev i
i
(CFS) I (FPS)
Head I
Grd.El.I
Elev
I Depth I
Width
IDia. -FTIor
I.D.1
ZL
Pre /Pip
L /Elem
ICh Slope I
I
I
SF Aver
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
# r#### r+#
I+#+#+ r### I+++ r# r## �+#+#
r+ rrrl#
r+ r#### rl###• r##
Irrrrr# rlr###
r#+ r+ �+##+
a##
�#### r+ r+ I
# # +#r + # #I
+r + # # # #I
#rrrr ##�
+ # # +#
Ir # #rr +#
1932.340
433.554
.366
433.920
1.80 6.90
.74
434.66
.00
.57
.96
1.000
.000
.00
1 .0
2.264
.0378
.0139
.03
.37
2.33
.29
.009
.00
.00
PIPE
1934.604
433.639
.379
434,018
1.80 6.57
.67
434.69
.00
.57
.97
1.000
.000
.00
1 .0
1.836
.0378
.0122
.02
.38
2.18
.29
.009
.00
.00
•PIPE
1936.440
433.709
.393
434,102
1.80 6.27
.61
434.71
.00
.57
.98
1.000
.000
.00
1 .0
1.530
.0378
.0107
.02
.39
2.04
.29
.009
.00
.00
PIPE
1937,970
433.766
.407
434.174
1.80 5.98
.55
434.73
.00
.57
.98
1.000
.000
.00
1 .0
1.247
.0378
.0094
.01
.41
1.90
.29
.009
.00
.00
PIPE
1939.217
433.814
.422
434.236
1.80 5.70
.50
434.74
.00
.57
.99
1.000
.000
.00
1 .0
1.010
.0378
,0083
.01
.42
1.78
.29
.009
.00
.00
PIPE
1940.227
433.852
.438
434.290
1.80 5.43
.46
434.75
.00
.57
.99
1.000
.000
.00
1 .0
.840
.0378
.0073
.01
.44
1.66
.29
.009
.00
.00
PIPE
1941.067
433.884
.454
434.338
1.80 5.18
.42
434.75
.00
.57
1.00
1.000
.000
.00
1 .0
.664
.0378
.0064
.00
.45
1.55
.29
.009
.00
.00
PIPE
1941.732
433.909
.471
434,380
1.80 4.94
.38
434.76
.00
.57
1.00
1.000
.000
.00
1 .0
.511
.0378
.0056
.00
.47
1.44
.29
.009
.00
.00
PIPE
1942.242
433.928
.489
434.417
1.80 4.71
.34
434.76
.00
.57
1.00
1.000
.000
.00
1 .0
.375
.0378
.0049
.00
:49
1.34
.29
.009
.00
.00
PIPE
h
FILE: 31681LINEH4.WSW
W S P G W-
CIVILDESIGN Version 14.06
PAGE 3
Program
Package Serial Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
8: 5:34
WATER
PRESSURE GRADIENT ANALYSIS LINE "E -4" STA.
18 +53.86 MARBELLA
TD DESERT DEVELOPMENT,
CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
FILEc 31681LINSH4
Invert
Depth
Water
Q Vel
Vel I Energy I Super
ICriticallFlow ToplHeight
/Base Wtj
ENO Wth
Station
I Elev
(FT)
Elev I
(CPS) I (FPS)
Head I Grd.El.I Elev
I Depth I Width
IDia. -FTIor I.D.1
ZL
IPrs /Pip
L /Elem
ICh Slope I
I
I
I
SF Avel HF ISE DpthIFroude NINorm Dp
I "N" I X -Fall
ZR
IType Ch
*t f* f#* t#
Iffff# tffil#*** t*** I***#*****
I****
f**** I#*#****
�******* Ifff***#*# I* f### t*
I** f****♦ I#f * **A *f�
# *it#tflf # ## * # *Itt
# *1
I #f # *ff*
1942.617
433.942
.508
434.450
1.80 4.49
.31 434.76 .00
.57 1.00
1.000 .000
.00
1 .0
.283
.0378
.0044 .00 .51
1.25 .29
.009 .00
.00
PIPE
1942.900
433.9S3
.527
434.480
1.80 4.28
.28 434.76 .00
.57 1.00
1.000 .000
.00
1 .0
.143
.0378
.0038 .00 .53
1.16 .29
.009 .00
.00
PIPE
1.943.043
433.958
.548
434.506
1.80 4.08
.26 434.77 .00
.57 1.00
1.000 .000
.00
1 .0
.047
.0378
.0034 .00 .55
1.08 .29
.009 .00
.00
PIPE
1943.090
433.960
.571
434.531
1.80 3.88
.23 434.77 .00
.57 .99
1.000 .000
.00
1 .0
T1 WATER PRESSURE GRADIENT ANALYSIS LINE °H -50 STA 18 +83.82 MARBELLA 0
T2 TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
T3 FILE: 31681LINEH5
SO 1911.230 431.730 1 432.810
R 1938.270 432.880 1 .009 .000 .000 0
SH 1938.270 432.880 1 432.880
CD 1 4 1 .000 .670 .000 .000 .000 .00
Q 1.000 .0
2l 7
FILE: 31681LINEHS.WSW W S P G W - EDIT LISTING - Version 14.06 ,Date: 9 -21 -2004
Time: 6:41:54
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2)- Y(3) Y(4) Y(5) Y(6) Y(7) Y(8)
Y(9) Y(10)
CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 .670
W S P G W
PAGE, NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
WATER PRESSURE GRADIENT ANALYSIS LINE °B -5" STA 18 +63.82 MARBELLA
HEADING LINE NO 2 IS -
TD DESERT DEVELOPMENT, CORAL MTN. AT ANDALUSIA, CITY OF LA QUINTA
HEADING LINE NO 3 IS -
FILEs 31661LINERS
W S P G W
PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
1911.230 431.730 1 432.810
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE
ANG PT MAN H
1938.270 432.880 1 .009 .000 .000
.000 0
ELEMENT NO 3 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
1938.270 432.880 1 432.880
M M IMI MMI I♦ IM M M IM M M II M ' M M- M M M
FILE: 31681LINEH5.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 1
Program
Package Serial Number: 1586
-
WATER
SURFACE
PROFILE LISTING
Date: 9 -21 -2004
Time:
6:41:58
WATER PRESSURE GRADIENT ANALYSIS LINE "H -50 STA
18 +83.82 MARBELLA
TD DESERT DBWLOPMRNT,
CORAL MTN. AT ANDALUSIA,
CITY OF LA QUINTA
FILE: 31681LINEHS
**+++++*+**+**++*##*
rrwrrrrrrrrrrrrrrrrar: rrf# rrrr#+ rrrrrrfrrr*
rr+
rrr:• rrrrrr# r## rrrr:
rr**# r #rr*#r +rr#r#rr #r # # #r +#t• #r * + **
+ + #* ♦f #*
Invert
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
TOPIHeight /IBaee
WtI
ENO Wth
Station
I Elev I
(FT)
I Elev
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.1
ZL
jPrs /Pip
L /Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X -Fall
ZR
IType Ch
###+***+ fI##
r+ rrrrrlrrrrrrrrlrrrr#
rrrrlrfffffffrlfffrrarlrrrrrrflfffarrrrrlrrrr:
r*
I# ff+ r# r#
Ir *r +rrfrlrr *r # * *I
*rrr• # #I
# +r +#
I + # # # #t+
1911.230
431.730
1.080
432.810
1.00
2.84
.12
432.93
.00
.47
.00
.670
.000
.00
1 .0
7.193
.0425
.0032
.02
1.08
.00
.24
.009
.00
.00
PIPE
i
1918.423
I i
432.036
I
.670
I
432.706
I
1.00
2.84
I
.12
I
432.83
.00
I
.47
I
.00
I
.670
I I
.000
.00
1 .0
HYDRAULIC
JUMP
1918.423
432.036
.265
432.301
1.00
7.70
.92
433.22
.00
.47
.66
.670
.000
.00
1 .0
3.558
.0425
.0274
.10
.27
3.05
.24
.009
.00
.00
PIPE
1921.981
432.187
.275
432.462
1.00
7.33
.83
433.30
.00
.47
.66
.670
.000
.00
1 .0
3.543
.0425
.0240
.08
.28
2.84
.24
.009
.00
.00
PIPE
1925.524
432.338
.285
432.623
1.00
6.99
.76
433.38
.00
.47
.66
.670
.000
.00
1 .0
2.740
.0425
.0210
.06
.29
2.65
.24
.009
.00
.00
PIPE
1928.264
432.454
.295
432.750
1.00
6.66
.69
433.44
.00
.47
.67
.670
.000
.00
1 .0
2.146
.0425
.0185
.04
.30
2.47
.24
.009
.00
.00
PIPE
1930.410
432.546
.306
432.852
1.00
6.35
.63
433.48
.00
.47
.67
.670
.000
.00
1 .0
1.710
.0425
.0162
.03
.31
2.30
.24
.009
.00
.00
PIPE
1932.120
432.618
.318
432.936
1.00
6.06
.57
433.51
.00
.47
.67
.670
.000
.00
1 .0
1.409
.0425
.0143
.02
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1933.529
432.678
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433.008
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5.77
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433.53
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.670
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FILE: 31681LINEH5.WSW
W S P
G W-
CIVILDESIGN Version
14.06
PAGE 2
Program
Package Serial
Number: 1586
WATER
SURFACE PROFILE LISTING
Date: 9 -21 -2004
Time:
6:41:58
WATER PRESSURE GRADIENT ANALYSIS
LINE "H -50
STA
18 +83.82 MARSELLA
TD DESERT DEVELOPMENT,
CORAL MTN.
AT ANDALUSIA,
CITY OF LA QUINTA
FILES 31681LINERS
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I Elev
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Width
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1934.667
432.727
.343
433.070
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.47
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.00
.47
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.670
.000
.00
1 .0
.948
.0425
.0111
.01
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1935.615
432.767
.356
433.123
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.43
433.55
.00
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.670
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.00
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.760
.0425
.0098
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1936.375
432.799
.370
433.169
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.670
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.630
.0425
.0086
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1937.006
432.826
.384
433.210
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4.77
.35
433.56
.00
.47
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.670
.000
.00
1 .0
.463
.0425
.0076
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.38
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1937.468
432.846
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433.246
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4.55
.32
433.57
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.47
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.670
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.370
.0425
.0068
.00
.40
1.39
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1937.838
432.862
.416
433.278
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4.34
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433.57
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.47
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.670
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.234
.0425
.0060
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.42
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1938.072
432.872
.434
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433.57
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.670
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.165
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.43
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1938.237
432.879
.452
433.331
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433.57
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.670
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.033
.0425
.0047
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.45
1.09
.24
.009
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1938.270
432.880
.474
433.354
1.00
3.75
.22
433.57
.00
.47
.61
.670
.000
.00
1 .0
lv
O
II
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
--------------------------------------------------7-----------------
ANDALUSIA STREET CAPACITY
@ 0.60 % STREET GRADE
Og / r�/Ov v -�y'�n Wv� `! 1ab�
--------------------- --------------- -------------- - ------- ----------
Ludwig Engineering, San Bernardino, CA - SIN 535
--------------------------------------------------7-----------------
*** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
Downstream (outlet) Elevation = 99.400(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL) of flow at headworks = 0.450(Ft.)
-------------------------------------------------------------- - - - - --
Depth of flow = 0.450(Ft.)
Average velocity = 2.167(Ft /s)
Total flow rate in 1/2 street = 15.649(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------------------------------
Information entered for subchannel number 1
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.45
2 10.00 0.25
3 11.00 0.00
4 12.00 0.17
5 24.00 0.41
Manning's 'N' friction factor = 0.015
-----------------------------------------------------------------
Sub- Channel flow = 7.824(CFS)
' ' flow top width = 24.000(Ft.)
' ' wetted perimeter = 24.050(Ft.)
' velocity= 2.167(Ft/s)
' I area = 3.610(Sq.Ft)
' Froude number = 0.985
Information entered for subchannel number 2 :
Point number 'X' coordinate 'Y' coordinate
1 24.00 0.41
2 36.00 0.17
3 37.00 0.00
4 38.00 0.25
5 48.00 0.45
Manning's 'N' friction factor = 0.015
-----------------------------------------------------------------
Sub- Channel flow = 7.824(CFS)
flow top width 24.000(Ft.)
' wetted perimeter = 24.050(Ft.)
' velocity= 2.167(Ft /s)
area = 3.610(Sq.Ft)
' Froude number = 0.985
�ZZ
Upstream point elevation = 100.000(Ft.)
Downstream point elevation = 99.400(Ft.)
Flow length = 100.000(Ft.)
Depth of flow = 0.450(Ft.)
Average velocity = 2.167(Ft /s)
Total irregular channel flow = 15.649(CFS)
Irregular channel normal depth above invert elev. = 0.450(Ft.)
Average velocity of channel(s) = 2.167(Ft /s)
------------------------=----------------------------------------
Sub- Channel No. 1 Critical depth = 0.449(Ft.)
' Critical flow top width = 23.961(Ft.)
Critical flow velocity= 2.179(Ft /s)
' Critical flow area = 3.591(Sq.Ft)
Sub - Channel No. 2 Critical depth = 0.449(Ft.)
' Critical flow top width = 23.961(Ft.)
Critical flow velocity= 2.179(Ft /s)
' Critical flow area = 3.591(Sq.Ft)
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
ZZ3
I
I
109 E. Third St.
San Bernardino, CA 92410
Ph. 9094348217 Fax 9094889-0153
SHUT NO- I OF.
CALCULATED BY DATE
CHECKM BY DATE
-'�ZAN
V�k
I
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
STREET-CAPACITY-@-0.60% ---------------------
ARACHNA
IDES
--------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 535
- - - - -- --- --------- -------- --------- ----
----------------------
*** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
Downstream (outlet) Elevation = 99.400(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL) of flow at headworks = 0.350(Ft.)
-------------------------------------------- ------------------ - - - - --
Depth of flow = 0.117(Ft.)
Average velocity = 1.138(Ft /s)
Total flow rate in 1/2 street = 0.077(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------------------------------
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.35
2 26.00 0.17
3 27.00 0.00
4 28.00 0.25
5 38.00 0.35
Manning's 'N' friction factor = 0.015
-----------------------------------------------------------------
Sub- Channel flow = 0.077(CFS)
flow top width = 1.153(Ft.)
' wetted perimeter = 1.177(Ft.)
' velocity= 1.138(Ft /s)
area = 0.067(Sq.Ft)
' Froude number = 0.831
Upstream point elevation = 100.000(Ft.)
Downstream point elevation = 99.400(Ft.)
Flow length = 100.000(Ft.)
Depth of flow = 0.117(Ft.)
Average velocity = 1.138(Ft /s)
Total irregular channel flow = 0.077(CFS)
Irregular channel normal depth above invert elev. = 0.117(Ft.)
Average velocity of channel(s) = 1.138(Ft /s)
----------------------------------------------------------- - - - - --
Sub - Channel No. 1 Critical depth = 0.108(Ft.)
' Critical flow top width = 1.071(Ft.)
' Critical flow velocity= 1.319(Ft /s)
' Critical flow area = 0.058(Sq.Ft)
!y
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
FLOWRATE (CFS) vs. INLET DEPTH (Ft.) Summary
0.077 100.117
0.563 100.233
5.037 100.350
2�4
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Depth of flow = 0.233(Ft.)
Average velocity = 1.030(Ft /s)
'
Total flow rate in 1/2 street = 0.563(CFS)
-----------------------------------------------------------------
'
-----------------------------------------------------------------
Sub- Channel flow = 0.563(CFS)
flow top width = 11.081(Ft.)
' wetted perimeter = 11.125(Ft.)
' velocity= 1.030(Ft /s)
area = 0.547(Sq.Ft)
' Froude number = 0.817
Depth of flow = 0.233(Ft.)
'
Average velocity = 1.030(Ft /s)
Total irregular channel flow = 0.563(CFS)
Irregular channel normal depth above invert elev. = 0.233(Ft.)
'
Average velocity of channel(s) =--- 1_030(Ft /s)
------------------------------ -------------------------
Sub- Channel No. 1 Critical depth = 0.225(Ft.)
'
Critical flow top width = 9.786(Ft.)
Critical flow velocity= 1.235(Ft /s)
' Critical flow area = 0.456(Sq.Ft)
'
++++++++++++++++++++++++++++++++++ + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + ++
Depth of flow = 0.350(Ft..)
Average velocity = 1.513(Ft /s)
Total flow rate in 1/2 street = , 5.037(CFS)
-----------------------------------------------------------------
Sub- Channel flow = 5.037(CFS)
flow top width = 38.000(Ft.)
' wetted perimeter = 38.046(Ft.)
' velocity= 1.513(Ft /s)
area = 3.330(Sq.Ft)
' Froude number = 0.901
Depth of flow = 0.350(Ft.)
'
Average velocity = 1.513(Ft /s)
Total irregular channel flow = 5.037(CFS)
Irregular channel normal depth above invert elev. = 0.350(Ft.)
'
Average velocity of channel(s) =--- 1�513(Ft /s)
-------------------------- - - - -- -------------------
Sub- Channel No. 1 Critical depth = 0.343(Ft.)
Critical flow top width = 36.234(Ft.)
' Critical flow velocity= 1.645(Ft /s)
' Critical flow area = 3.062(Sq.Ft)
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
FLOWRATE (CFS) vs. INLET DEPTH (Ft.) Summary
0.077 100.117
0.563 100.233
5.037 100.350
2�4
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
--------------------------------------------------------------------
MIDAS, CARBONERAS ECT.
STREET CAPACITY @ 0.60 % GRADE
36 FT. R/W WITH V- GUTTER BOTH SIDES
FILE: MIJAS.OUT
--------------------------------------------------7-----------------
Ludwig Engineering, San Bernardino, CA - SIN 535
---------- - - - - -- ------------------------------------------
* ** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
Downstream (outlet) Elevation = 99.400(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL) of flow at headworks = 0.450(Ft.)
-------------------------------------------------------------- - -- - --
Depth of flow = 0.450(Ft.)
Average velocity = 2.070(Ft /s)
Total flow rate in 1/2 street = 7.556(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------------------------------
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.45
2 10.00 0.25
3 11.00 0.00
4 12.00 0.17
5 28.00 0.49
Manning's 'N' friction factor = 0.015
-----------------------------------------------------------------
Sub- Channel flow = 7.556(CFS)
' I flow top width = 26.000(Ft.)
' wetted perimeter = 26.050(Ft.)
' velocity= 2.070(Ft /s)
' area = 3.650(Sq.Ft)
' ' Froude number = 0.974
Upstream point elevation = 100.000(Ft.)
Downstream point elevation = 99.400(Ft.)
Flow length = 100.000(Ft.)
Depth of flow = 0.450(Ft.)
Average velocity = 2.070(Ft /s)
Total irregular channel flow 7.556(CFS)
Irregular channel normal depth above invert elev. = 0.450(Ft.)
Average velocity of channel(s) = 2.070(Ft /s)
----------------------------------------------------------- - - - - --
Sub - Channel No. 1 Critical depth = 0.447(Ft.)
' Critical flow top width = 25.727(Ft
' Critical flow velocity= 2.111(Ft /s)
' Critical flow area = 3.579(Sq.Ft)
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
ZZ?
.`aRRK}�r
Ho_
OF
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
------------------------------------------------
TYPE 2, PRIVATE LANES STREET SECTION
CORAL MOUNTAIN, CITY OF LA QUINTA, CALIFORNIA
FILE:PRIVATELANE.OUT
------ ------------- ---- ------------ --- -- ---- --- ---
------------------
Ludwig Engineering, San Bernardino, CA - S/N 535
--------------------------------------------------------------------
* ** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
Downstream (outlet) Elevation = 99.500(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL) of flow at headworks = 0.650(Ft.)
-------------------------------------------------------------- - - - - --
Depth of flow = 0.650(Ft.)
Average velocity = 2.060(Ft /s)
Total flow rate in 1/2 street = 18.227(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------------------------------
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.65
2 24.00 0.17
3 25.00 0.00
4 26.00 0.25
5 36.00 0.65
Manning's 'N' friction factor = 0.020
-----------------------------------------------------------------
Sub- Channel flow = 18.227(CFS)
' flow top width = 36.000(Ft.)
' wetted perimeter = 36.058(Ft.)
' velocity= 2.060(Ft /s)
' area = 8.850(Sq.Ft)
' Froude number = 0.732
Upstream point elevation = 100.000(Ft.)
Downstream point elevation = 99.500(Ft.)
Flow length = 100.000(Ft.)
Depth of flow = 0.650(Ft.).
Average velocity = 2.060(Ft, /s)
Total irregular channel flow = 18.227(CFS)
Irregular channel normal depth above invert elev. = 0.650(Ft.)
Average velocity of channel(s) = 2.060(Ft /s)
----------------------------------------------------------- - - - - --
Sub- Channel No. 1 Critical depth = 0.592(Ft.)
' Critical flow top width = 31.635(Ft.)
Critical flow velocity= 2.649(Ft/s)
' Critical flow area = 6.882(Sq.Ft)
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
1 zzp
230
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
TYPE-2,-PRIVATE-LANES-STREET-SECTION
CORAL MOUNTAIN, CITY OF LA QUINTA, CALIFORNIA
'
FILE:PRIVATELANE.OUT
------- -----
Ludwig Engineering, San Bernardino, CA - SIN 535
'
--------------------------------------------------------------------
* ** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
'
Downstream (outlet) Elevation = 99.500(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL) of flow at headworks - 1.050(Ft.)
------------------------------------------------------`--------------
Depth of flow = 1.050(Ft.)
'
Average velocity = 3.247(Ft/s)
Total flow rate in 1/2 street = 88.493(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------------------------------
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 1.05
2 10.00 0.65
'
3 34.00 0.17
4 35.00 0.00
5 36.00 0.25
6 56.00 1.05
'
Manning's 'N' friction factor = 0.020
-----------------------------------------------------------------
Sub- Channel flow = 88.493(CFS)
'
I I flow top width = 56.000(Ft.)
' I wetted perimeter = 56.074(Ft.)
' ' velocity= 3.247(Ft/s)
' ' area = 27.250(Sq.Ft)
' I Froude number = 0.820
Upstream point elevation = 100.000(Ft.)
Downstream point elevation = 99.500(Ft.)
'
Flow length = 100.000(Ft.)
Depth of flow = 1.050(Ft.)
Average velocity = 3.247(Ft/s)
'
Total irregular channel flow = 88.493(CFS)
_
Irregular channel normal depth above invert elev. _ 1.050(Ft.)
Average velocity of channel(s) = 3.247(Ft/s)
-----------------------------------------------------------------
Sub- Channel No. 1 Critical depth = 0.977(Ft.)
' Critical flow top width = 52.328(Ft.)
'
Critical flow velocity= 3.803(Ft /s)
' Critical flow area = 23.272(Sq.Ft)
-----------------------------------------------------------------
230
109 E. Third St.
San Bernardino, CA 92410
Ph. 909-8848217 Fax 909-889-0153
MA
kA
SHE
SCALE
- ---- ------- 4-6
a
ki
............. .. . ........
OF_
DATE
DATE
ti
� I
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
--------------------------------------------------------------------
TYPE 3, SINGLE LOAD ROAD, STREET SECTION
CORAL MOUNTAIN, CITY OF LA QUINTA, CALIFORNIA
FILE:SINGLELAOD.OUT
------ ------------- ---- ------------ --- -- ---- --- ---------------------
Ludwig Engineering, San Bernardino, CA - S/N 535
* ** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
Downstream (outlet) Elevation = 99.500(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL).of flow at headworks = 0.650(Ft.)
-------------------------------------------------------------- - - - - --
Depth of flow = 0.650(Ft.)
Average velocity = 2.819(Ft /s)
Total flow rate in 1/2 street = 41.780(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
-----------------------------------------------------------------
Information entered for subchannel number 1 :
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.65
2 10.00 0.25
3 11.00 0.00
4 12.00 0.17
5 24.00 0.41
Manning's 'N' friction factor = 0.017
-----------------------------------------------------------------
Sub- Channel flow = 20.890(CFS)
' ' flow top width = 24.000(Ft.)
' wetted perimeter = 24.056(Ft.)
' ' velocity= 2.819(Ft /s)
' ' area = 7.410(Sq.Ft)
' ' Froude number = 0.894
Information entered for subchannel number 2 :
Point number 'X' coordinate 'Y' coordinate
1 24.00 0.41
2 36.00 0.17
3 37.00 0.00
4 38.00 0..25
5 48.00 0.65
Manning's 'N' friction factor = 0.017
-----------------------------------------------------------------
Sub- Channel flow = 20.890(CFS)
' flow top width = 24.000(Ft.)
' wetted perimeter = 24.056(Ft.)
' velocity= ' 2.819(Ft /s)
' area = 7.410(Sq.Ft)
' Froude number = 0.894
Upstream point elevation = 100.000(Ft.)
Z3z
Downstream point elevation = 99.500(Ft.)
Flow length = 100.000(Ft.)
Depth of flow = 0.650(Ft.)
Average velocity = 2.819(Ft /s)
Total irregular channel flow 41.780(CFS)
Irregular channel normal depth above invert elev. = 0.650(Ft.)
Average velocity of channel(s) = 2.819(Ft /s)
-----------------------------------------------------------------
Sub- Channel No. 1 Critical depth = 0.625(Ft.)
' Critical flow top width = 23.375(Ft.)
' Critical flow velocity= 3.064(Ft /s)
' Critical flow area = 6.818(Sq.Ft)
Sub - Channel No. 2 Critical depth = 0.625(Ft.)
' Critical flow top width = 23.375(Ft.)
' Critical flow velocity= 3.064(Ft /s)
' Critical flow area = 6.818(Sq.Ft)
++++++++++++++++++++++++......++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++
Z33
109 E. Third St. p
San Bernardino, CA 92410
Rh. 909- 8848217 Fax 909- 889 -0153
JOB
SHEET NO. OF_
CALCULATED BY DATE
CHECKED BY DATE
CIVILCADD /CIVILDESIGN Engineering Software, (c) 1999 Version 6.0
--------------------------------------------------------------------
TYPE 4, DOUBLE LOAD ROAD, STREET SECTION
CORAL MOUNTAIN, CITY OF LA QUINTA, CALIFORNIA
FILE: DOUBLELOAD.OUT
--------------------------------------------------------------------
Ludwig Engineering, San Bernardino, CA - SIN 535
--------------------------------------------------------------------
*** Irregular Channel Analysis * **
Upstream (headworks) Elevation = 100.000(Ft.)
Downstream (outlet) Elevation = 99.500(Ft.)
Runoff /Flow Distance = 100.000(Ft.)
Maximum depth(HGL) of flow at headworks = 0.650(Ft.)
-------------------------------------------------------------- - - - - --
Depth of flow = 0.650(Ft.)
Average velocity = 2.724(Ft/s)
Total flow rate in 1/2 street = 44.734(CFS)
* * * * * ** Irregular Channel Data * * * * * * * * * **
------------------------------------------------------------------
Information entered for subchannel number 1
Point number 'X' coordinate 'Y' coordinate
1 0.00 0.65
2 10.00 0.25
3 11.00 0.00
4 12.00 0.17
5 28.00 0.49
Manning's 'N' friction factor = 0.017
---------------------------------=-------------------------------
Sub- Channel flow = 22.367(CFS)
' ' flow top width = 28.000(Ft.)
' I wetted perimeter = 28.056(Ft.)
' ' velocity= 2.724(Ft/s)
' ' area = 8.210(Sq.Ft)
' Froude number = 0.887
Information entered for subchannel number 2 :
Point number 'X' coordinate 'Y' coordinate
1 28.00 0.49
2 44.00 0.17
3 45.00 0.00
4 46.00 0.25
5 56.00 0.65
Manning's 'N' friction factor = 0.017
-----------------------------------------------------------------
Sub- Channel flow = 22.367(CFS)
' ' flow top width = 28.000(Ft.)
' wetted perimeter = 28.056(Ft.)
' velocity= 2.724(Ft/s)
' area = 8.210(Sq.Ft)
Froude number = 0.887
Upstream point elevation = 100.000(Ft.)
Z3S
Downstream point elevation = 99.500(Ft.)
Flow length = 100.000(Ft.)
Depth of flow = 0.650(Ft.)
Average velocity = 2.724(Ft/s)
Total irregular channel flow = 44.734(CFS)
Irregular channel normal depth above invert elev. 0.650(Ft.)
Average velocity of channel(s) = 2.724(Ft/s)
-----------------------------------------------------------------
Sub- Channel No. 1 Critical depth = 0.625(Ft.).
Critical flow top width = 27.375(Ft.)
Critical flow velocity= 2.975(Ft/s)
' Critical flow area = 7.518(Sq.Ft)
Sub - Channel No. 2 Critical depth = 0.625(Ft.)
Critical flow top width = 27.375(Ft.)
Critical flow velocity= 2.975(Ft/s)
' Critical flow area = 7.518(Sq.Ft)
++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Z36
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