The URL can be used to link to this page

31681 (3)� (9 (5), � 2. Nupl�lll_ CIVIL ENGINEERING: SURVEYING 109 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92410 TELEPHON E'909- 884 -8217 FAX 909 - 889 -0153 r f 4 ' S S � y CIVIL ENGINEERING: SURVEYING 109 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92410 TELEPHON E'909- 884 -8217 FAX 909 - 889 -0153 TRACT NO. 31681-21 OYDRAULIC CALCULATIONS ISUPPLEMEN ANDALUSIA @ CORAL MOUNTAIN CITY OF LA QUINTA December 10, 2004 Q ES �0 o C04 692 * EXP. 3-31-07 CIVI%- gTFop CAL1F�4 / —/ Z'vS A CORPORATION CIVIL ENGINEERING: SURVEYING:PLANNING:ARCHITECTURE 109 East 3rd Street Tel: (909) 884 -8217 San Bernardino, CA 92410 Fax: (909) 889 -0153 ti� � pr n w m t«- Li�4tRaJ •�: ��F�� `� � �� '��'n�wz2�� "�� FILE: PHASE2LINEA.WSW W'S P G W - EDIT LISTING - Version 14.06 Date:12 -10- 20041 Time: 9:12:57 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= ^`" �.= r - _ _ _ _ _ ` \fir CD 1 4 1 1.500 • W S -P G W _•. PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING F - HEADING LINE NO 1 IS PRESSURE GRADIENT ANALYSIS LINE "A".® MIJAS.EAST ,,WATER HEADING LINE NO 2 IS - ; • TD DESERT DEV, CITY OF LA QUINTA,`CALIFORNIA - HEADING LINE NO 3 IS - 1 FILE: PHASE2LINEA.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 - 980.370 433.680 1 433.680 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT e `' N \, -" RADIUS ANGLE ANG PT MAN H 1000.000 434.340 1 ".0_09 -*- * .-�,.r .000 .000 .000 0 ELEMENT NO 3 IS A REACH' " U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT' MAN H 1100.000 442.060 1 ; 009 - .000 .000 .000' 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 'N i RADIUS, ANGLE ANG PT MAN H 1121.740 442.170 1 :009 °000• .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N. ^. J RADIUS ANGLE ANG PT MAN H 1157.070 442.340 1 .009 45.000 - 44.983 .000 0 ELEMENT NO 6 IS A REACH •N U/S DATA STATION INVERT 4SECT ' }�Y' RADIUS ANGLE ANG PT MAN H 1187.640 442.490 1 009 ;� .000 .000 .000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N, - 4,'= RADIUS ANGLE ANG PT MAN H 1201.900 .442.570 r 1 3 .009 45.001 - 18.156 .000 0 `! ELEMENT NO 8 IS A REACH ' U/S DATA STATION INVERT SECT N 4 RADIUS ANGLE �� ANG PT _MAN H `- -` - 1208.700 442.600 1 ~.009 A .00.0 .000 .000 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT' - W S ELEV` 1208.700 442.600 1 �. ti 442.600 -, - - .. H _ a i' - �' .. ...y .- _.. :, e` � ` ' •_ - . "^ e 1) T1 WATER PRESSURE GRADIENT ANALYSIS LINE "A" @ MIJAS EAST 0 i T2 TD DESERT DEN, CITY OF LA QUINTA, CALIFORNIA T3 FILE: PHASE2LINEA.OUT SO 980.370 433.680 1 433.680 R • 1000.000 434.340 1 .009 R 1100.000 442.060 1 .009 R 1121.740 442.170 1 .009 R 1157.070 442.340 1 .009 R 1187.640 442.490 1 .009 R 1201.900 442.570 1 .009 R 1208.700 442.600 1 .009 SH 1208.700 442.600 1 442.600 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 7.900 .0'. .000 .000 0 .000 .000 0 .000 .000 0 - 44.983 .000 0' .000 .000 0 - 18.156 .000 0 .000 .000 0 FILE: PHASE2LINEA.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 9:13: 0 WATER PRESSURE GRADIENT ANALYSIS LINE "A" @ MIJAS EAST TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEA.OUT 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.] 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 980.370 433.680 1.479 434.159 7.90 16.25 4.10 438.26 .00 1.09 1.40 1.500 .000 .00 1 .0 5.303 .0336 .0567 .30 .48 4.86 .55 .009 .00 .00 PIPE 985.673 433.858 .473 434.331 7.90 16.50 4.23 438.56 .00 1.09 1.39 1.500 .000 .00 1 .0 14.327 .0336 .0621 .89 .47 4.96 .55 .009 .00 .00 PIPE 1000.000 434.340 .458 434.798 7.90 17.31 4.65 439.45 .00 1.09 1.38 1.500 .000 .00 1 .0 8.045 .0772 .0650 .52 .46 5.31 .44 .009 .00 .00 PIPE 1008.045 434.961 .461 435.422 7.90 17.09 4.53 439.96 .00 1.09 1.38 1.500 .000 .00 1 .0 22.807 .0772 .0599 1.37 .46 5.21 .44 .009 .00 .00 PIPE 1030.852 436.722 .478 437.200 7.90 16.29 4.12 441.32 .00 1.09 1.40 1.500 .000 .00 1 .0 14.470 .0772 .0525 .76 .48 4.87 .44 .009 .00 .00 PIPE 1045.322 437.839 .495 438.334 7.90 15.53 3.75 442.08 .00 1.09 .1.41 1.500 .000 .00 1 .0 10.361 .0772 .0460 48 .50 4.56 .44 .009 .00 .00 PIPE 1055.683 438.639 .512 439.151 7.90 14.81 3.41 44256 .00 1.09 1.42 1.500 .000 .00 1 .0 7.895 .0772 .0403 .32 .51 4.26 .44 .009 .00 .00 PIPE 1063.577 439.248 .530 439.778 7.90 14.12 3.10 442.87 .00 1.09 1.43 1.500 .000 .00 1 .0 6.262 .0772 .0353 .22 .53 3.98 .44 .009 .00 .00 PIPE 1069.840 439.732 .549 440.281 7.90 13.46 2.81 443.10 .00 1.09 1.45 1.500 .000 .00 1 .0 5.100 .0772 .0309 .16 .55 3.72 .44 .009 .00 .00 PIPE c� FILE: PHASE2LINEA.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004_ Time: 9:13: 0 WATER PRESSURE GRADIENT ANALYSIS LINE "A" ® MIJAS EAST TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEA.OUT Invert Depth I Water I Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base Wti INO wth Station I Elev (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 I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall ZR IType Ch 1074.940 440.125 ..569 440.694 7.90 12.84 2.56 443.25 .00 1.09 1.46 1.500 .000 .00 1 .0 4.229 .0772 .0272 .11 .57 3.48 .44 .009 .00 .00 I_ PIPE 1079.169 I 440.452 I .590 .I_ I I 441.042 I I 7.90 12.24 2.33 I 443.37 .00 I I 1.09 1.47 I I 1.500 I .000 .00 I 1 .0 3.569 .0772 .0238 .09 .59 3.25 .44 .009 .00 .00 l_ PIPE 1082.739 I I 440.727 I .611 I 441.339 I I 7.90 11.67 2.11 I 443.45 .00 I I 1.09 1.47 I I 1.500 I .000 .00 I 1 .0 3.025 .0772 .0209 .06 .61 3.03 .44 .009 .00 .00 PIPE 1085.763 440.961 .633 441.594 7.90 11.13 1.92 443.52 .00 1.09 1.48 1.500 .000 .00 1 .0 2.563 .0772 .0184 .05 .63 2.83 .44 .009 .00 .00 PIPE 1088.326 I 1 441.159 I .657 1 441.816 I I 7.90 10.61 1.75 1 443.56 .00 I I 1.09 1.49 I 1 1.500 I .000 .00 1 1 .0 2.209 .0772 .0161 .04 .66 2.64 .44 .009 .00 .00 I_ PIPE 1090.536 441.329 .681 442.010 7.90 10.12 1.59 443.60 .00 1.09 1.49 1.500 .000 .00 1 .0 1.896 .0772 - .0142 .03 .68 2.47 .44 .009 .00 .00 PIPE 1092.431 441.476 .706 442.182 7.90 9.65 1.44 443.63 .00 1.09 1.50 1.500 .000 .00 1 .0 1.612 .0772 .0125 .02 .71 2.30 .44 .009 .00 .00 PIPE 1094.043 441.600 .733 442.333 7.90 9.20 1.31 443.65 .00 1.09 1.50 1.500 .000 .00 1 .0 1.380 .0772 .0110 .02 .73 2.14 .44 .009 .00 .00 PIPE 1095.423 441.707 .761 442.468 7.90 .8.77 1.19 443.66 .00 1.09 1.50 1.500 .000 -I- .00 1 1- .0 -I- 1.178 -i- .0772 -i- -1- -I- -I- -I- .0097 -I- .01 -I- .76 -I- 1.99 -I- .44 -I- .009 .00 .00 PIPE FILE: PHASE2LINEA.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 9:13: 0 WATER PRESSURE GRADIENT ANALYSIS LINE "A" O MIJAS EAST TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEA.OUT Invert Depth Water Q Vel Vel I Energy I Super jCriticalIFlow ToplHeight /Base Wtl ENO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head ( Grd.El.I Elev I Depth I Width jDia. -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 1096.601 441.798 .790 442.588 7.90 8.36 1.09 443.67 .00 1.09 1.50 1.500 .000 .00 1 .0 .985 .0772 .0085 .01 .79 1.85 .44 .009 .00 .00 PIPE 1097.587 441.874 .821 442.695 7.90 7.97 .99 443.68 .00 1.09 1.49 1.500 1 .000 .00 1 1 .0 .814 .0772 .0075 .01 .82 1.72 .44 .009 .00 .00 PIPE 1098.400 I I 441.937 I .854 I 442.791 I 7.90 I 7.60 .90 I 443.69 .00 I I 1.09 1.49 I 1.500 I 1 .000 .00 1 1 .0 .674 .0772 .0067 .00 .85 1.60 .44 .009 .00 .00 PIPE 1099.074 441.989 .888 442.877 7.90 7.25 .82 443.69 .00 1.09 1.47 1.500 .000 .00 1 .0 .535 .0772 .0059 .00 .89 1.49 .44 .009 .00 .00 PIPE 1099.609 442.030 .924 442.954 7.90 6.91 .74 443.70 .00 1.09 1.46 1.500 .000 .00 1 .0 .391 .0772 .0052 .00 .92 1.38 .44 .009 .00 .00 PIPE 1100.000 442.060 .963 443.023 7.90 6.59 .67 443.70 .00 1.09 1.44 1.500 .000 .00 1 .0 21.740 .0051 .0049 .11 .96 1.27 .95 .009 .00 .00 PIPE 1121.740 442.170 .971 443.141 7.90 6.53 .66 443.80 .04 1.09 1.43 1.500 .000 .00 1 .0 35.330 .0048 .0048 .17 1.01 1.25 .97 .009 .00 .00 PIPE 1157.070 442.340 .972 443.312 7.90 6.52 .66 443.97 .00 1.09 1.43 1.500 .000 .00 1 .0 30.570 .0049 .0047 .14 .97 1.25 .96 .009 .00 .00 PIPE 1187.640 442.490 .984 443.474 7.90 6.43 .64 444.12 .04 1.09 1.43 1.500 .000 .00 1 .0 4.547 .0056 .0045 .02 1.02 1.22 .92 .009 .00 .00 PIPE FILE: PHASE2LINEA.WSW W S P G W- .CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 9:13: 0 WATER PRESSURE GRADIENT ANALYSIS LINE "A" ® MIJAS EAST TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEA.OUT I Invert I Depth'I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight /1Base Wt1 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 I I I SF Ave1 HP ISE DpthIFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch I I I I I I I I I I I I I 1192.187 442.516 .994 443.510 7.90 6.35 .63 444.14 .04 1.09 1.42 1.500 .000 .00 1 .0 -I- -1- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- 1- 9.713 .0056 .0042 .04 1.03 1.20 .92 .009 .00 .00 PIPE I I I I I I I I i I I I I 1201.900 442.570 1.038 443.608 7.90 6.06 .57 44.4.18 .00 1.09 1.39 1.500 .000 .00 1 .0 1.268 .0044 .0040 .01 1.04 1.10 1.00 .009 .00 .00 PIPE I I I I I I I I I I I I I 1203.168 442.576 1.040 443.616 7.90 6.04 .57 444.18 .00 1.09 1.38 1.500 .000 .00 1- .0 _I. 1_ 5.532 .0044 .0037 .02 1.04 1.09 1.00 .009 .00 .00 PIPE 1208.700 442.600 1.089 443.689 7.90 5.75 .51 444.20 .00 1.09 1.34 1.500 .000 .00 1 0 _I_ _I_ _I_ _I_ I_ FILE: PHASE2LINEH ".WSW W S P G W - EDIT LISTING - "Version•14.06 �Date:12 -10 -2004 Time" 3:28:11 ti 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 - �- CD 2 4 1 x 1 500 CD 3 4 1 . ` 1 . 00 �• ri W S P G W i PAGE NO 1 ' WATER SURFACE PROFILE.- TITLE,;CARD LISTING HEADING LINE NO 1 IS - o- ;t•' �� :.. r �. } WATER PRESSURE GRADIENT ANALYSIS LINE °B" ® ARACENA STA. 22.,05'_', j r HEADING LINE NO 2 IS - ti �• y i K TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA: HEADING LINE NO 3 IS - " FILE: PHASE2LINEB.OUT a " 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 911.980 436.530 1 - 436 -.530; r;-. F~ ` -ELEMENT NO 2 IS A REACH l _•' U/S DATA- STATION INVERT SECT ` N= ' ';RADIUS ANGLE ANG PT MAN H r 946.190 1 009 a 1.000 .000 .000 ._ 0 Y437.550- ELEMENT NO 3 IS A REACH + + + U/S DATA STATION INVERT SECT N - RADIUS ANGLE ANG PT MAN H " 986.000 440.350 1 -.009.1 .000 .000 000 0 ELEMENT NO 4 IS, A JUNCTION * * * * *�_ r * * -3 - S —DATA STATION INVERT SECT LAT- l, LAT -2" N Q3 ;Q4- r•INVERT INVERT -4 PHI 3 PHI 4 ' " 988.000 440.380 3'+ 2' 0 4'.000 ;.000+ 441.880 .000 90.000 .000 i x..013 'RADIUS ANGLE i :000 .000 ELEMENT NO 5 IS A REACH ,3 U/S DATA STATION INVERT SECT t '.N_ 'RADIUS ANGLE ANG PT MAN H 1012.000 440.500 3 e 009 _ -:000 .000 - 28.570 1 ELEMENT NO 6 IS A lSTEM HEADWORRKS w 4' U/'S-DATA�3T)6ION INVERT SECT fi �:�:�# .'tiw a•W- SwELEV , 1012.000 440.50.0 3 - ^ • 440.500 ' ` ' .. t z a r .. . v +.'i i . . 1 e' •. . _ ♦ w -.V_y, . n ,� .. r .1 - �.. . .. . k 'ta " + '` - •' 1 . S-,• -V `..l. w • � �" � i4 w ni ' -,M[�. r ... .n* � * r. _ • A` rte€.• .. Al 8, T1 WATER PRESSURE GRADIENT ANALYSIS LINE "B" W ARACENA STA. 22 +05 T2 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA T3 FILE: PHASE2LINEB.OUT SO 911.980 436.530 1 436.530 R 946.190 437.550 1 .009 R 986.000 440.350 1 .009 JX 988.000 440.380 3 2 .013 4.000 441.880 R 1012.000 440.500 3 .009 SH 1012.000 440.500 3 440.500 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 3.900 .0 0 .000 .000 0 .000 .000 0 90.0 .000 .000 - 28.570 1 FILE: PHASE2LINEB.WSW W S "P G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 3:28:17 WATER PRESSURE GRADIENT ANALYSIS LINE "B" ® ARACENA STA. 22+05 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEB.OUT Invert I Depth I water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev 1 (FT) I Elev 1 (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 1' 1 X -Fa11I ZR IType Ch 911.980 436.530 .549 437.079 7.90 13.49 2.82 439.90 .00 1.09 1.45 1.500 .000 .00 1 .0 34.210 .0298 f .0346 1.19 .55 3.73 .56 .009 .00 .00 I_ PIPE 946.190 I 437.550 I .537 438.087' I 7.90 I I 13.91 3.01 I 441.09 .00 I I 1.09 1.44 I I 1.500 I .000 .00 I 1 .0 3.777 .0703 .0349 .13 .54 3.90 .45 .009 .00 .00 PIPE 949.967 I I 437.816 I .546 438.362 I 7.90 I I 13.57 2.86 I 441.22 .00 i I 1.09 1.44 I I 1.500 I .000 .00 I 1 .0 6.201 .0703 .0316 .20 .55 3.77 .45 .009 .00 .00 I_ PIPE 956.169 I I 438.252 I .566 438.818 I 7.90 I I 12.94 2.60 I 441.42 .00 I I 1.09 1.45 I I 1.500 I .000 .00 I 1 .0 5.080 .0703 .0277 .14 .57 3.52 .45 .009 .00 .00 I_ PIPE 961.249 438.609 .586 439.195 7.90 12.34 2.36 441.56 .00 1,09 1.46 1.500 .000 .00 1 .0 1_ 4.215 .0703 .0243 .10 .59 3.29 .45 .009 .00 .00 PIPE 965.464 I I 438.906 I .607 I 439.513 7.90 I I 11.76 2.15 I 441.66 .00 I I 1.09 1.47 I I 1.500 I .000 .00 I 1 .0 I_ 3.519 .0703 _1. .0214 .08 .61 3.07 .45 .009 .00 .00 PIPE 968.983 439.153 .630 439.783 7.90 11.22 1.95 441.74 .00 1.09 1.48 1.500 .000 .00 1 .0 2.998 .0703 .0188 .06 .63 2.87 .45 .009 .00 .00 PIPE ( 971.981 I 439.364 I .653 I 440.017 7.90 I I 10.69 1.78 I 441.79 .00 I I 1.09 1.49 I I 1.500 I .000 .00 I 1 .0 _I_ .2.552 _I_ .0703 _I_ _I_ _I_ _I_ _I_ .0165 _I_ _I_ .04 .65 _I_ 2.67 _I_ 4S -I_ .009 _I_ .00 I .00 I- PIPE I 974.533 I 439.543 i .677 I 440.221 7.90 I I 10.20 1.61 I 441.83 .00 I I 1.09 1.49 I I 1.500 .000 .00 i 1 .0 2.180 .0703 .0145 .03 .68 2.49 .45 .009 .00 .00 I_ PIPE FILE: PHASE2LINEB.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 3:28 :17 WATER PRESSURE GRADIENT ANALYSIS LINE "B° @ ARACENA STA. 22 +05 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEB.OUT wrrrwrrrwwtxr*, rxwrwrwwr* xr, trwxrtrwwwtr,rrtw,r+ + +wx+rrw,tr wt r, rwra+ rw, rrt+ r+, trw+ x+ x* trxrxwwxwwxw +rw +xr►tx * *w,t+xxxx *www;t w,rrw +w *ew x►xx :wxt I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev 1 (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 -I- L /Elem -I- ICh Slope I -I- -I- I -I- I -I- I -I- SF Avel -1- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fa111 -I- ZR -1 IType Ch wxwxwxxxxlxxxxxwxwxlwxxrrxxxlxx, I I twxxxxtlxxwx* I xwxxlxxxwxwxlxwxxxxxlw* I I wwxwxwxl: xxx+, txlxxxxxwxwlxwxrxxxwl I I I *xwxwxxl *x,r I I *x :,elxxx I , ex I *rxxxxx I 976.713 439.697 .702 440.399 I 7.90 9.72 1.47 441.87 .00 1.09 1.50 1.500 .000 .00 1 .0 I_ 1.848 .0703 .0128 .02 .70 2.33 .45 .009 .00 .00 PIPE 978.561 I I 439.827 .729 I 440.556 I 7.90 I 9.27 I 1.33 441.89 I .00 I I 1.09 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 1.595 -I- .0703 -I- -I- -I- -I- -1- .0112 -I- .02 -1- .73 -I- 2.17 -1- .45 -I- .009 -I- .00 .00 1- PIPE 980.156 I I 439.939 I .756 440.695 I 7.90 I 8.84 I 1.21 441.91 I .00 I I 1.09 1.50 I I 1.500 I .000 .00 I 1 .0 -f- 1.344 -I- .0703 -I- -I- -I- -I- -I- .0099 -I- .01 -I- .76 -I- 2.02 -I- .45 -I- .009 -I- .00 .00 1- PIPE 981.500 I I 440.034 I .785 440.819 I 7.90 I 8.43 I 1.10 441.92 I .00 I I 1.09 1.50 I I 1.500 I .000 .00 I 1 .0 1.123 .0703 .0087 .01 .79 1.88 .45 009 .00 .00 I_ PIPE 982.624 I I 440.113 I .816 440.929 I 7.90 I 8.03 I 1.00 441.93 I .00 I I 1.09 1.49 I I 1.500 I .000 .00 I 1 .0 I_ .944 .0703 .0077 .01 .82 1.75 .45 .009 .00 .00 PIPE 983.567 I I 440.179 I .848 441.027 I 7.90 I 7.66 I .91 441.94 I .00 i I 1.09 1.49 I I 1.500 I .000 .00 I 1 .0 .769 .0703 .0068 .01 .85 1.62 .45 .009 .00 .00 I_ PIPE 984.336 I I 440.233 I .882 441.115 I 7.90 I 7.30 I .83 441.94 I .00 I I 1.09 1.48 I I 1.500 I .000 .00 I 1 .0 I_ .611 .0703 .0060 .00 .88 1.50 .45 .009 i .00 I .00 PIPE I 984.947 I I 440.276 I .918 441.194 I 7.90 I 6.96 I .75 441.95 I .00 I I 1.09 1.46 I 1.500 .000 .00 1 .0 .469 .0703 .0053 .00 .92 1.39 .45 .009 ! .00 I .00 PIPE I 985.416 I I 440.309 I .956 I 441.265 7.90 I 6.64 I .68 441.95 I .00 I I 1.09 1.44 I 1.500 .000 .00 1 .0' I_ .324 .0703 .0047 .00 .96 1.29 .45 .009 .00 .00 PIPE r r r r r r rr r r r r �r■ r� r r FILE: PHASE2LINEB.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 3:28:17 WATER PRESSURE GRADIENT ANALYSIS LINE "B" ® ARACENA STA. 22+05 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PRASE2LINEB.OUT Invert ( Depth Water Q ( Vel Vel I Energy I Super ICriticallFlow TopjHeight/ Base Wtj jNo Wth Station 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 NINortn Dp I "N" I X -Fall ZR IType Ch 985.739 440.332 .997 441.329 7.90 6.33 .62 441.95 .00 1.09 1.42 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -17 -1- 1- .205 .0703 .0042 .00 1.00 1.19 .45 .009 .00 .00 PIPE 985.945 440.346 1.040 441.386 7.90 6.04 .57 441.95 .00 1.09 1.38 1.500 .000 .00 1 .0 .055 .0703 .0037 .00 1.04 1.09 .45 .009 .00 .00 PIPE 986.000 440.350 1.089 441.439 7.90 5.75 .51 441.95 .00 1.09 1.34 1.500 .000 .00 1 .0 JUNCT STR .0150 .0044 .01 1.09 1.00 .013 .00 .00 PIPE 988.000 440.380 1.796 442.176 3.90 2.21 .08 442.25 .00 .76 .00 1.500 .000 .00 1 .0 24.000 .0050 .0007 .02 1.80 .00 .63 .009 .00 .00 PIPE 1012.000 440.500 /021 442.202 3.90 2.21 .08 442.28 .00 .76 .00 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -l- -I- I- FILE: PHASE2LINEC.WSW W S P G W - EDIT - LISTING - Version 14.06 Date:12 -10 -2004 Time: 3:56:45 ,. • WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE, 1 CARD SECT CHN - NO OF-AVE PIER- .HEIGHT -1.d BASE ZL ._• ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6)' Y(7) .Y(8) Y(9) . -Y(10) ^ V CODE NO TYPE ' PIER /PIP WIDTH "' ` DIAMETER -WIDTH - DROP . „ = ' '. - _ - �`�+ ° i • _ _ _ _ CD 1 4 1 �- CD 2 4 1 1.500 - CD =3 4 1 2.000 CD 4 4' 1 1.500 CD- 5 s 4 .1 -1,500 W S P G W _. PAGE NO 1_ WATER SURFACE PROFILE - TITLE,CARD LISTING v - HEADING LINE NO 1 IS I r WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "C^ ® "ARACENA STA.•35 +09 �. HEADING LINE NO 2 IS - ' i •r TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA _ v HEADING LINE NO 3 IS FILE: PHASE2LINEC.OUT W S P G W PAGE NO 2 w WATER SURFACE PROFILE - ELEMENT CAR_D„LISTING ELEMENT NO 1 IS A SYSTEM OUTLET �, U/S DATA STATION INVERT SECT W S ELEV 746.630 431,440 N31 :, .- , 433 820 - ELEMENT NO 2 IS A REACH - U/S DATA STATION INVERT SECT 795.440 80 - �l, N } - :, p RADIUS' a .000 ANGLE .000 ANG PT .000 MAN H 0 . 4 .009 , ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SiECT N RADIUS ANGLE ANG PT MAN H ` 800.820 30 k ` •009- 000 # 000, 42.085 0 ELEMENT NO 4 IS A JUNCTION r U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 'Q4 =• INVERT- 3.INVERT -4 PHI 3 PHI 4 r 952.450 4 50 2 0 .009 "10.800 ::000 434.200 .000 - 42.600 .000 j RADIUS ANGLE . ( .000' .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT _-._. _N._. -,�� .., RADIUS '-43 ANGLE ANG PT MAN H 977.340 43 . �0 �3 - . 009 `� . .210' 33.004 .000 0 - ELEMENT NO 6 IS A REACH * * * '1 U/S DATA STATION -INVERT SECT N- RADIUS ANGLE ANG PT MAN H 985-. 250 434aZ60 N3` . 009' _ • 000 • , . ,.000 000 0 !J _ ELEMENT NO 7 IS- JUNCTbON� U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 ` 988.000 434180 S. 4 0 013 7.200 .000 435.880 000. 90.000 .000 RADIUS ANGLE .000 :000 - ELEMENT,NO 8 IS A REACH r �M U/S DATA STATION INVERT S`EC-T N RADIUS ANGLE ANG PT, N 'MA H 1012.000- 434P0 �aa .009 •.000 .000. 000 0 - ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA j STATION INVERT - W S ELEV • .. •SECT' ��55,„ 1012.000 4�500 � - .434.500 i bo¢Sf y0 ovyrf1of 5 T1 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "C" O ARACENA STA. 35+09 0 T2 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA T3 FILE: PHASE2LINEC.OUT SO 746.630 431.440 1 433.820 R 795.440 432.480 1 .009 .000 .000 0 R 800.820 432.530 1 .009 .000 42.085 0 JX 952.450 433.950 3 2 .009 10.800 434.200 -42.6 .000 R 977.340 434.190 3 .009 33.004 .000 0 R 985.250 434.260 3 .009 .000 .000 0 JX 988.000 434.380 5 4 .013 7.200 435.880 90.0 .000 R 1012.000 434.500 5 .009 .000 .000 0 SH 1012.000 434.500 5 434.500 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 1.500 .000 .000 .000 .00 Q 7.200 .0 FILE: PHASE2LINEC.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 3:56:49 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "C" @ ARACENA STA. 35+09 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINBC.OU.T *#**#**# ff##•#*# f * #ff# * *# * *f * #* # #* #fff * * * # # *iif lfff##* f# ff### f#!#* fff* ff* f# ff# f***#}*** fif} f #} # * * # # * #f * * # # # # * # # ** *f # #f * # ** * * * * # **# Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight /lHase Wtj (No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I. Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall ZR IType Ch f*# f## f*# If*## f*#** I## f** f** I*} f4** t* fl###*#*}#* Iti*f* fil#**#* f* Iff** f*# i* I** i** f# I**#* f#}* I *fii #i * #I # # *i # * *I * *## #f *I # # * #* I * # * # #f• 1 746.630 431.440 1.258 432.698 25.20• 12.11 2.28 434.97 .00 1.77 1.93 2.00 - .000 _I_ .00 1 .0 I_ 1.262 .0213 .0114 .01 1.26 2.06 1.03 .009 .00 .00 PIPE 747..892 431.467 1.262 432.729 25.20 12.06 2.26 434.99 .00 1.77 1.93 2.000 .000 .00 1 .0 14.213 .0213 .0107 .15 1.26 2.04 1.03 .009 .00 .00 PIPE 762.105 431.770 1.316 433.086 25.20 11.50 2.05 435.14 .00 1.77 1.90 2.000 .000 .00 1 .0 10.957 .0213 .0095 .10 1.32 1.88 1.03 .009 .00 .00 PIPE 773.062 432.003 1.373 433.376 25.20 10.96 1.87 435.24 .00 1.77 1.86 2.000 .000 .00 1 .0 8.445 .0213 .0065 .07 1.37 1.74 1.03 .009 .00 .00 PIPE 781.507 432.183 1.434 433.617 25.20 10.45 1.70 435.31 .00 1.77 1.80 2.000 .000 .00 1 .0 6.338 .0213 .0076 .05 1.43 1.59 1.03 .009 .00 .00 PIPE 787.845 432.318 1.501 433.819 25.20 9.96 1.54 435.36 .00 1.77 1.73 2.000 .000 .00 1 .0 4.624 .0213 .0068 .03 1.50 1.45 1.03 .009 .00 .00 PIPE 792.469 432.417 1.574 433.991 25.20 9.50 1.40 435.39 .00 1.77 1.64 2.000 .000 .00 1 .0 2.971 .0213 .0061 .02 1.57 1.32 1.03 .0.09 .00 .00 PIPE 795.44 432.480 1.656 434.136 .25.20 9.06 1.27 435.41 .00 1.77 1.51 2.000 .000 .00 1 .0 1.117 .0093 .0058 .01 1.66 1.18 1.35 .009 .00 .00 PIPE 796.557 432.490 --t-"7 434..158 25.20 9.00 ' 1.26 435.42 .00 1.77 1.49 2.000 .000 .00 1 .0 4.263 .0093 .0056 .02 1.67 1.16 1.35 .009 .00 .00 PIPE rr rr r� r i■r r r� r� r� r� r� r� rr rir rr FILE: PHASE2LINEC.WSW W S P G W- -CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 3:56:49 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "C" @ ARACENA STA. 35 +09 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEC.OUT Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev 1 (FT) I Elev I (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 I "N" I X -Fall1 ZR IType Ch 800.820 432.530 1.767 434.297 25.20 8.58 1.14 435.44 .00 1.77 1,.28 '2.000 .000 .00 1 .0 JUNCT STR .0094 1.83 1.00 .009 .00 .00 PIPE 952.45• I I I I I I I I I I 433.950 1.091042 14.40 8.21 1.05 436.09 .10 1.37 1.99 2.000 .000 .00 1 .0 8.894 .0096 .0056 .05 1.19 1.54 .94 .0 09 .00 .00 PIPE I 961.344 I 434.036 I I\ ' I I 1.120 435.156 I I i I I I I I 1 v 14.40 7.95 .98 436.14 .09 1.37 1.99 . 2000 .000 .00 .0 _I_ 9.555 _1_ .0096 _17 _1_ _1_ _I_ _I_ .0050 _1_ _I_ .05 1.21 _I_ 1.47 _1_ .94 .009 _1_ .00 .00 1- PIPE I 970.899 I 434.128 1.165 I 435.293 I I 14.40 I 7.58 .89 I 436.18 .08 I 1.37 I 1.97 I 2.000 I .000 1 .00 I 1 .0 -I- 6.441 -1- .0096 -I- -I- -I- -I- -I- .0044 -I- -I- .03 1.25 -I- 1.36 -I- .94 -I- .009 -I- .00 .00 1- PIPE I 977.340 I 434.190 I I 1.213 435.403 I I 14.40 7.23 .81 I 436.21 .00 I I 1.37 1.95 I I 2.000 I .000 .00 I 1 .0 -I- 4.331 -I- .0089 -I- -I- -I- -l- -I- .0040 -I- -I- .02 1.21 -I- 1.26 -I- .96 -I- .009 -I- .00 .00 1- PIPE 981.671 434.228 1.256 435.484 14.40 6.93 .75 436.23 .00 1.37 1.93 2.000 .000 .00 1 .0 2.775 .0089 .0035 .01 1.26 1.18 .96 .009 .00 .00 PIPE , 984.447 434.253 1.309 435.562 14.40 6.61 .68 436.24 .00 1.37 1.90 2.000 .000 .00 1 .0 .803 .0089 .0031 .00 1.31 1.09 .96 .009 .00 I .00 PIPE I I 985.250 I 434.260 I I 1.367 435.627 I I 14.40 6.29 .61 I 436.24 .00 I ! 1.37 1.86 ! 2.000 I .000 .00 1 .0 JUNCT STR .0436 .0054 .01 1.37 1.00 .013 .00 .00 PIPE 988.000 434.380 2.201 436.581 7.20 4.07 .26 436.84 .00 1.04 .00 1.500 .000 .00 1 .0 24.000 .0050 .0023 .05 2.20 .00 .90 .009 .00 .00 PIPE FILE: PHASE2LINEC.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 3:56:49 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "C" O ARACENA STA. 35+09 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEC.OUT rwwrwwrwrrxwwwrw*r rrwwrewwrrwr w* wrrxrwxwrxrrwrwwrrxwr* wrwwrrwrrxwrrwrr* rrwrwrrrwrwx* rwt* xwwwww *xrwxrwxwwrww : * *wwwwwwrrrrrr wrx *ww *r 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. -FTIor I.D.) ZL IPrs /Pip L /Elem ICh Slope I I I I SF Ave) HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch rwwr wwwrrlr rwwrwxxrlwwxwwwrwlr* xxrr wrrlrrwrrrrrwlrxrrwwrlxrwwrrwlwrwwrw* rwlxr wwwrwl* r* xwx* rlrwrrxr :xlxwrxwrwlr *xrrxwlwwrww Irwwwrr* I I 1 I I I I I I I I I I 1012._000 434.500b3 436.635 7.20 4.07 .26 436.89 .00 1.04 .00 1.500 .000 .00 1 .0 X' 'FILE: PHASE2LINED.WSW W S P G W -EDIT LISTING - Version 14.06 10-2004. Time: 5:48:39 ` 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 T ' TYPE PIER /PIP WIDTH DIAMETER 'WIDTH DROP CD 1 4 :. 1 1.500 ' CD _ 2 4 1 - .670 CD 3 4 1 1.500 CD, 4 4 w 1' .670 - - 'CD 5 4• 1 .. - -1.500 CD 6 4` 1 r. .670 CD 7 4 1 1.500 CD 8 4 1 _ 1.000 CD 9 '4 1 .670 _ CD 10 4 1 1.000 CD 11 4 1 .670 CD 12. 4 1 ' 1.000 PAGE NO 1 ` WATER SURFACE PROFILE - ._TITLE, CARD LISTING HEADING LINE NO 1 ISM- �- WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "D "'® PARALLEL TO.ARACENA HEADING LINE NO 2 IS TD DESERT DEV, CITY OF LA.QUINTA,'CALIFORNIA ° HEADING LINE NO.3 IS ' FILE: PHASE2LINED.OUT t 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 ECT �,� �' ' ' W S LEVI 952'.000 33.950 1 435.040 ELEMENT NO 2` IS A REACH * * + 't U/S DATA STATION INVERT SECT -N ' RADIUS ANGLE ANG PT MAN H 1016.05434.900 1 .009• e 178.310 - 20.581 .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 1130.560""y436.150 3 2 0 .009 1.800 .000 '436.560 .•000 - 68.100 .000 RADIUS 'ANGLE _ 611.002 = 10.738 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 9 _`: -... w.• ' 1197.950 436.880 S 4 0 .009 1:800. ..000 '437.300 :000 - 68.400 .000 , RADIUS ANGLE a 611.039• -6.319 ELEMENT NO 5 IS A REACH. U/S DATA'- STATION INVERT SECT N RADIUS ANGLE ANG PT- MAN H 7 , K ,1300.000- _438.000, 5 .009 '. „ 610.976 ' -9.570 .000• 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT._ MAN H- „ \ 1310.770 •438.070 5 .009 610.967• 71.010 .000 0 ELEMENT NO 7, IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1368.690 438.460 5 009 _ 000 000 ..000 0 . ' ,F _ . s y � ' +{', a .. , _ -. t -• , '. .. ,. i t t y I I v (i -/V �/g ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1392.490 438.620 S 009 108.003 - 12.626 .000 0 ELEMENT NO 9 IS A JUNCTION * * + « * * + U/S DATA STATION` INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1527.270, 439.520 7 6 0 .009 1.600 .000 439.680 .000 - 66.600 .000' RADIUS ANGLE .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 10 IS A TRANSITION * + + U/S DATA STATION INVERT SECT N RADIUS ANGLE •1529.270 439.530 8 .009 .000 .000 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 1581.830- 439.900 10 9 0 .009 1.600 .000 440.070 .000 - 67.100 .000 RADIUS ANGLE .000 .000 ELEMENT NO 12 IS A JUNCTION + * * * * + U/S DATA STATIONIN INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1718.960 441.130 12 11 0 .009 2.000 .000 441.480 .000 - 30.300 .000 RADIUS ANGLE .000 .000 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1775.610 X441.940 12 .009 .000 .000 - 14.572 0 ELEMENT NO 14 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1775.61 441.940 12 441.940 T1 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "D" Q PARALLEL TO ARACENA 0 T2 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA T3 FILE: PHASE2LINED.OUT SO 952.000 433.950 1 435.040 R 1016.050 434.900 1 .009 - 20.581 .000 0 JX 1130.560 436.150 3 2 .009 1.800 436.560 -68.1 - 10.738 JX 1197.950 436.880 5 4 .009 1.800 437.300 -68.4 -6.319 R 1300.000 438.000 5 .009 -9.570 .000 0 R 1310.770 438.070 5 .009 -1.010 .000 0 R 1368.690 438.460 5 .009 .000 .000 0 R 1392.490 438.620 5 .009 - 12.626 .000 0 JX 1527.270 439.520 7 6 .009 1.600 439.680 -66.6 .000 TS 1529.270 439.530 8 .009 .000 JX 1581.830 439.900 10 9 .009 1.600 440.070 -67.1 .000 JX 1718.960 441.130 12 11 .009 2.000 441.480 -30.3 .000 R 1775.610 441.940 12 .009 .000 - 14.572 0 SH 1775.610 441.940 12 441.940 CD 1 4 1 .000 1.500 .000 .000 .000 .00 CD 2 4 1 .000 .670 .000 .000 .000 .00 CD 3 4 1 .000 1.500 .000 .000 .000 .00 CD 4 4 1 .000 .670 .000 .000 1000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 CD 6 4 1 .000 .670 .000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .000 .00 CD 8 4 1 .000 1.000 .000 .000 .000 .00 CD 9 4 1 .000 .670 .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 1.000 .000 .000 .000 .00 Q 2.000 .0 FILE: PHASE2LINED.WSW W S P G W- CIVILDESIGN version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5:48:43 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "D" @ PARALLEL TO ARACENA TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINED.OUT l Invert I Depth ! Water 1 Q 1 vel vel I Energy I Super ICriticallFlow ToplHeight /!Base Wt1 1No Wth Station I Elev I (FT) 1 Elev j (CFS) ! (FPS) Head I Grd.E1.1 Elev j Depth j Width jDia. -FTjor I.D.j ZL jPrs /Pip L /Elem ICh Slope I ! l l SF Avel HF ISE DpthlFroude NINorm Dp ! "N" I X -Fall) ZR !Type Ch *********!*********1********1*********!*********!******* 1******* 1********* 1****.** 1******** 1 * * * * * * * *1 * * * * * * *1 * * * * * * *1 * * * ** I * * * * * ** I 952.000 I 433.950 .899 ! I 434.849 I to 80 9.77 1.48 1 I 436.33 .02 I ! 1.26 1.47 ! I .500 ! .000 .00 ! .1 .0 14.336 .0148 I .0109 .16 .92 1.98 .82 .009 .00 .00 PIPE 966.336 434.163 1.919 435.082 10.80 9.51 1.40 436.49 .02 1.26 1.46 1.500 .000 .00 1 .0 18.176 .0148 .0099 .18 .94 1.90 .82 .009 .00 .00 PIPE I I I I mo! I I I I I I I ! 984.512 434.432 .957 435.389 10.80 9.06 1.28 436.67 .02 1.26 1.44 1.500 .000 .00 1 .0 12.407 .0148 .0088 .11 .98 1.76 .82 .009 .00 .00 PIPE I 996.919 I 434.616 .998 i I 435.614 I 10.80 8.64 I 1.16 I 436.77 .02 I i 1.26 1.42 I 1 1.500 j .000 .00 i 1 .0 8.760 .0148 .0078 .07 1.02 1.62 .82 .009 .00 .00 PIPE 1005.679 434.746 1.042 435.788 10.80 8.24 1.05 436.84 .02 1.26 1.38 1.500 .000 .00 1 .0 6.217 .0148 .0070 .04 1.06 1.49 .82 .009 .00 .00 1_ PIPE I 1011.896 I 434.838 ! 1.089 1 435.927 I 10.80 7.86 ! .96 I 436.89 .01 I I 1.26 1.34 I I 1.500 ! .000 .00 ! 1 .0 4.154 .0148 .0062 .03 1.10 1.37 .82 .009 .00 .00 PIPE 1016.050 434.900 1.141 436.041 10.80 7.49 .87 436.91 .00 1.26 1.28 1.500 .000 .00 1 .0 JUNCT STR .0109 .0071 .81 1.14 1.24 .009 .00 .00 PIPE I ! ! \ I I I ! I I ! ! ! 1130.560 436.150 x.883 437.033 9. 8.32 1.08 438.11 .01 1.16 1.48 1.500 .000 .00 1 .0 JUNCT STR .0108 .0092 .62 .89 1.71 .009 .00 .00 PIPE I 1 1 1 I I I ! I I I I I ! 1197.950 436.880 .724 437.604 7.20 8.52 1.13 438.73 .01 1.04 1.50 11.500 .000 .00 1 ' .0 -I- -I- ` -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 45.443 .0110 .0097 .44 .73 2.00 .71 .009 .00 .00 PIPE r� r ■� ■� r r r r r r r r r FILE: PHASE2LINED.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5:48:43 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE - "D" @ PARALLEL TO ARACENA TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINED.OUT Invert ) Depth ) Water ) Q ) Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station I Elev I (FT) 1 Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width 1Dia. -FTIor I.D.1 ZL IPra /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch 1243.393 I I 437.379 I .745 I 438.124 I 7.20 8.21 I 1.05 439.17 I .01 I I 1.04 1.50 I 1.500 I I .000 .00 I 1 .0 28.856 .0110 .0086 .25 .75 1.89 .71 .009 .00 .00 I_ PIPE 1272.248 I f 437.695 I .773 I 438.469 I 7.20 7.83 I .95 439.42 I .00 I I 1.04 1.50 I I 1.500 I .000 .00 I 1 .0 16.843 .0110 .0076 .13 .78 1.76 .71 .009 .00 .00 PIPE 1289.091 437.880 .803 438.683 7.20 7.47 .87 439.55 .00 1.04 1.50 1.500 .000 .00 1 .0 10.909 .0110 .0067 •07 .81 1.64 .71 .009 .00 .00 PIPE 1 1300.000 I 1 438.000 I .835 I 438.835 1 7.20 7.12 1 .79 439.62 I .00 I I 1.04 1.49 I 1 1.500 I .000 .00 1 .0 10.770 .0065 .0063 .07 .84 1.52 .83 .009 .00 .00 PIPE I 1310.770 ! I 438.070 I .836 ! 438.906 I 7.20 7.11 I .78 439.69 I .00 I I 1.04 1.49 I I 1.500 I .000 .00 1 .0 25.477 .0067 .0061 .16 .84 1.52 .82 .009 .00 .00 PIPE I 1336.247 I I 438.242 I .848 I 439.090 I 7.20 6.99 I .76 439.85 I .00 I I 1.04 1.49 I I 1.500 I .000 .00 1 .0 I_ 32.443 .0067 .0057 .18 .85 1.48 I .82 .009 I .00 I .00 PIPE I 1368.690 I I 438.460 I .882 I 439.342 I 7.20 6.66 I .69 440.03 I .02 I 1.04 1.48 I 1.500 .000 .00 1 .0 I_ 15.231 .0067 .0050 .08 .90 1.37 .82 .009 .00 .00 PIPE 1383.921 438.562 439.478 7.20 6.37 .63 440.11 .02 1.04 1.46 1.500 .000 .00 1 .0 ..916 8.569 .0067 .0045 .04 .93 1.28 .82 .009 .00 .00 PIPE I f I I I I I I I I i I I 1392.490 438.620 .954 439.574 `ZO 6.07 .57 440.15 .00 1.04 1.44 1.500 .000 .00 1 .0 I- _I_ JUNCT STR _I_ .0067 , _I_ . _I_ _I_ _I_ _I_ .0081 _I_ 1.09, _I_ .95 _I_ 1.18 _I_ _I_ .009 _I_ .00 .00 PIPE r� rr r rr rr r rr rr r r■ r� �■■ r rr �r FILE: PHASE2LINED.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5:48:43 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "D" @ PARALLEL TO ARACENA TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINED.OUT *#** f* f* f*#* f*** f**#}# f}** f** f} f***#*♦ f# fff* ff# ff# ffR# f* ff*}##} f* ffffA*#} f}*#*# f}* f* f* f# f*} * }f#* # * #*## }if * } #f * #f # * }* ** * *f# * * ## ## ** Invert l Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base Wt1 INo Wth Station I Elev 1 (FT) 1 Elev 1 (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 I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch ** f#*## f* I** ffff** flf#* ff** fI*#* f** f* fI* f* f*#* f* I* Rt*#* flft* f* fflf* ffffffflf* f* f#* If* f* f* f* I # *ff *f # #If *f * # *fl * #f# * * *If * * *# I * * * * * *# 1527.270 439.520600 440.120 5Ny60 8.48 1.12 441.24 .00 .91 1.47 1.500 .000 00 1 .0 - TRANS STR .0050 .0111 .02 .60 2.23 •009 .00 .00 PIPE I 1529.270 I 439.530 I .943 I 440.473 5.60 I I 7.30 .83 I 441.30 .00 I I .94 .46 i I 1.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0070 -I- -I- -I- -I- -I- .0081 -I- -1- .43 .94 -I- 1.00 -I- -I- .009 -I- .00 .00 I- PIPE I 1581.830 I 439.900 I 1.707 I 441.607 4.00 I I 5.09 40 I 442.01 .00 I I .85 .00 I I 1.000 I .000 .00 I 1 .0 JUNCT STR .0090 .0038 .52 1.71 .00 .009 .00 .00 PIPE I 1718.960 441.130 � 1.297 ! 442.427 2.00 I 2.55 .10 I 442.53 I .00 ! I .60 .00 I I 1.000 I .000 .00 I 1 .0 23.598 .0143 .0015 .04 1.30 .00 .39 .009 .00 .00 PIPE 1742.557 441.467 1.000 442.467 2.00 2.55 .10 442.57 .00 .60 .00 1.000 .000 .00 1 .0 -I- 6.342 -1- .0143 -I- -I- -I- -I- -I- .0014 -I- -I- .01 1.00 -I- .00 -I- .39 -I- .009 -I- .00 .00 1- PIPE I 1748.900 I 441.558 I .907 I 442.465 2.00 I I 2.67 .11 I 442.58 .00 I I .60 .58 I I 1.000 I .000 .00 I 1 .0 3.319 .0143 .0014 .00 .91 .41 .39 .009 I .00 .00 I_ PIPE I 1752.219 I 441.606 I .853 1 442.459 2.00 I I 2.80 .12 I 442.58 .00 I I .60 .71 I 1.000 I .000 .00 I 1 .0 2.169 .0143 .0015 .00 .85 .49 .39 .009 .00 .00 I_ PIPE I 1754.388 I 441.637 I .809 I 442.446 2.00 I I 2.94 .13 I 442.58 .00 I I .60 .79 I I 1.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 1754.388 441.637 .429 442.066 2.00 6.21 .60 442.66 .00 .60 .99 1.000 .000 .00 1 .0 3.208 .0143 .0097 .03 .43 1.92 .39 .009 .00 .00 I_ PIPE FILE: PHASE2LINED.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5:48:43 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE °D° O PARALLEL TO ARACENA TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINED.OUT Invert I 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 (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L/Eleml ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 1757.595 I I 441.682 .444 I I 442.127 I 2.00 I 5.92 .54 I 442.67 .00 I I .60 .99 I 1.000 I I .000 .00 I 1 .0 -i- 5.617 -I- .0143 i -1- -I- -1- -i- -I- .0085 -1- .05 -i- .44 -I- 1.79 -I- .39 -1- .009 -I- .00 .00 1- PIPE 1763.213 I 441.763 .461 i I 442.224 I 2.00 I 5.65 .50 I 442.72 .00 I I .60 1.00 I 1.000 I I .000 .00 I 1 .0 4.112 .0143 .0075 .03 .46 1.67 .39 .009 .00 .00 PIPE 1767.324 I I 441.822 .478 I I 442.300 I 2.00 I 5.38 .45 I 442.75 .00 I I .60 1.00 I I 1.000 I .000 .00 I 1 .0 2.971 .0143 .0066 .02 .48 1.56 .39 .009 .00 .00 I_ PIPE 1770.296 441.864 .496 442.360 2.00 5.13 .41 442.77 .00 .60 1.00 1.000 .000 .00 1 .0 2.141 .0143 .0058 .01 .50 1.45 .39 .009 .00 .00 I_ PIPE 1772.437 I I 441.895 I .515 I 442.410 I 2.00 I 4.89 .37 I 442.78 .00 I I .60 1.00 I I 1.000 I .000 .00 I 1 .0 1.504 .0143 I .0051 .01 .52 1.35 .39 .009 .00 .00 i_ PIPE 1773.941 I 441.916 I .535 I 442.451 I 2.00 I 4.67 .34 I 442.79 I .00 I .60 1.00 I I 1.000 I .000 .00 I 1 .0 .995 .0143 .0045 .00 .54 1.25 .39 .009 .00 .00 I_ PIPE 1774.936 I I 441.930 I .556 I 442.486 I 2.00 I 4.45 .31 I 442.79 I .00 I .60 .99 I I 1.000 I .000 .00 I 1 .0 .480 I .0143 .0040 .00 .56 1.17 .39 .009 .00 .00 PIPE 1775.416 I 441.937 I .579 I 442.516 I 2.00 I 4.24 .28 I 442.80 I .00 I .60 .99 I I 1.000 I .000 .00 I 1 .0 .194 .0143 .0035 .00 .58 1.08 .39 .009 .00 .00 I_ PIPE 1775.610 _I_ 441.940 _I_ .603 _I_ 442.543 _I_ 2.00 _I_ 4.04 .25 _I_ _1_ 442.80 _I_ .00 _I_ .60 _I_ .98 _I_ 1.000 _I_ .000 _I_ .00 1 .0 I_ ate' '� r � � r �"� r r � � r � . r r■i r r r■i � r -FILE: PHASE2LINEE.WSW ' . W'S P G W' EDIT LISTING -Version 14.06 Date:12 -10 -2004 Time: 4:32:27 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) y CODE - NO TYPE 'PIER /PIP WIDTH - DIAMETER .WIDTH DROP _ `' f T CD 2 4 1 500 CD 3 4 1 1`\500 j CD 4 4 1` 1.5`00 • CD 5 4 1 1.00,0 • W S P G W- - PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING - HEADING.LINE'NO 1 IS WATER SURFACE PRESSURE ANALYSIS LINS'"8° ® ARACENA STA.,44 +54.84 ` HEADING LINE NO 2 IS - "y TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA ,y J. HEADING LINE NO 3 IS - FILE: PHASE2LINEE.OUT W S P G W y PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING , ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT-------,:--. - ": ;r W.-S -ELEV ,747.980 429.950' ,'- ^ ELEMENT NO 2 IS A r „429.950 U/S DATA STATION INVERT SECT -. -,N °' •� RADIUS ANGLE ANG PT MAN H 780.950 4- X11 009 000 .000 .000 0 ELEMENT NO 3 IS A REACH * * E j ' U/S DATA STATION INVERT SECT .N ( RADIUS ANGLE ANG PT MAN H 850.000 434,360 .009. _ 000 .000 22.202 0 , ELEMENT NO 4 IS A REACH U/S DATA STATION `INVER�SECT N r RADIUS ANGLE ANG PT MAN H 985.250 435 -040 .009 .000 .000 .000 1 0 ELEMENT NO 5 IS A JUNCTION��- * + t * - U/S DATA STATION INVERT SECT LAT -1 LAT -2 Ne Q3 Q4 INVERT -3 INVERT -4' PHI 3 PHI 4 988.000 43.5.,.160 f 3 2 0 .013 4.500-• .000 .436.660 .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 •. 1012.000 43580 3 .009 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION~ * * * + - U/S DATA STATION SECT LAT -1 LAT -2 N Q3 Q4.. INVERT -3 INVERT -4 PHI 3 PHI 4 _ ,INVERT 1014.750 4354 00 5 4 0 .013 4.400 .000 436.780 .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 1040.000 43610 5 _ .009• .000 .000 .000 0 ELEMENT NO 9 IS A REACH U/S DATA STATION �NVERT SECT _ N RADIUS ANGLE ANG PT MAN H 1124.780 440?0�0 5 009 000 .000 .000 0 ELEMENT NO 10 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV _. 1124.780 440,030 5, 440.030 ` 2 -/.Pvl T1 WATER SURFACE PRESSURE ANALYSIS LINE "E" Q ARACENA STA. 44 +54.84 0 T2 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA T3 FILE: PHASE2LINEE.OUT SO 747.980 429.950 1 429.950 R 780.950 431.330 1 .009 .000 .000 0 R 850.000 434.360 1 .009 .000 22.202 0 R 985.250 435.040 1 .009 .000 .000 0 JX 988.000 435.160 3 2 .013 4.500 436.660 90.0 .000 R 1012.000 435.280 3 .009 .000 .000 0 JX 1014.750 435.400 5, 4 .013 4.400 436.780 90.0 .000 R 1040.000 439.610 5 .009 .000 .000 0 R 1124.780 440.030 5 .009 .000 .000 0 SH 1124.780 440.030 5 440.030 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 1.500 .000 .000 .000 .00 CD 4 4 1 .000 1.500 .000 .000 .000 .00 CD 5 4 1 .000 1.000 .000 .000 .000 .00 Q 8.700 .0 M M M,M M M M M M M FILE: PHASE2LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004, Time: 4:32:34 WATER SURFACE PRESSURE ANALYSIS LINE "E" O ARACENA STA. 44 +54.84 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEE.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) ( (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FT1or I.D.1 ZL (Prs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch # x** tt#t tlt* tx* x* xtI#: xt* t** I I Ittt#* tt# t1* I I ttt txtttlttttxx: I Itttx*.# I* ttttt* x* I#* I I x*#* x1* ttxtxttltx * * * *x *Itttttt I I *I I #x *.t *tIx I I * *tt Itt *tttt I 747.980 429.950 .765 430.715 'k7.60 15.93 3.94 434.66 .00 1.51 1.94 2.000 .000 .00 1 .0 12.179 .0419 .0293. .36 .76 3.72 .70 .009 .00 .00 PIPE 760.159 430.460 .777 431.237 17.60 15.60 3.78 435.01 .00 1.51 1.95 2.000 .000 .00 1 .0 20.791 .0419 .0267 .55 .78 3.61 .70 .009 .00 .00 PIPE 780.950 431.330 .805 432.135 17.60 14.87 3.43 435.57 .00 1.51 1.96 2.000 .000 .00 1 .0 12.474 .0439 .0236 .29 .81 3.37 .69 .009 .00 .00 PIPE 793.424 I I 431.877 I .831 I 432.708 I 17.60 I 14.25 3.15 I 435.86 .00 I I 1.51 1.97 I I 2.000 I .000 .00 I 1 .0 11.143 .0439 .0208 .23 .83 3.17 .69, .009 .00 .00 PIPE 804.568 432.366 .861 433.227 17.60 13.59 2.87 436.09 .00 1.51 1.98 2.000 .000 .00 1 .0 8.940 .0439 .0183 .16 .86 2.96 .69 .009 .00 .00 I_ PIPE 813.508 I I 432.759 I .893 I 433.652 I 17.60 I 12.95 2.61 1 436.26 .00 I I 1.51 1.99 I I 2.000 I .000 .00 I 1 .0 7.338 .0439 .0161 .12 .89 2.76 .69 .009 .00 .00 I_ PIPE 820.847 433.081 .926 434.007 17.60 12.35 2.37 436.38 .00 1.51 1.99 2.000 .000 .00 1 .0 6.067 .0439 .0142 .09 .93 2.58 .69 .009 .00 .00 1_ PIPE 826.914 I I 433.347 I .961 I 434.308 I 17.60 I 11.78 2.15 I 436.46 .00 I I 1.51 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 5.053 -f- .0439 -I- \ -I- -I- -I- -f- .0125 -I- .06 -I- .96 -f- 2.40 -I- .69 -I- .009 I -I- .00 I .00 1- PIPE I 831.967 I I 433.569 I .998 I 434.567 I 17.60 I 11.23 1.96 I 436.52 .00 I I 1.51 2.00 I 2.000 .000 .00 1 .0 4.254 .0439 .0110 .05 1.00 2.24 .69 ..009 .00 .00 PIPE FILE: PHASE2LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 4:32:34 WATER SURFACE PRESSURE ANALYSIS LINE "E" ® ARACENA STA. 44+54.84 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEE.OUT Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base Wtl INo Wth Station I Elev 1 (FT) 1 Elev I (CFS) 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 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 836.221 433.755 1.036 434.791 17.60 10.71 1.78 436.57 .00 1.51 2.00 2.000 .000 .00 1 .0 3.560 .0439 .0097 .03 1.04 2.08 .69 .009 .00 .00 PIPE I I I I I I I I I I I I I 839.782 433.912 1.076 434.988 17.60 10.21 1.62 436.61 .00 1.51 .1.99 2.000 .000 .00 1 .0 2.945 .0439 .0085 .03 1.08 1.93 .69 .009 .00 .00 PIPE 842.726 434.041 1.119 435.160 17.60 9.73 1.47 436.63 .00 1.51 1.99 2.000 .000 .00 1 .0 2.469 .0439 .0075 .02 1.12 1.80 .69 .009 .00 .00 PIPE 845.195 434.149 1.163 435.312 17.60 9.28 1.34 436.65 .00 1.51 1.97 2.000 .000 .00 1 .0 2.003 .0439 .0067 .01 1.16 1.67 .69 .009 .00 .00 PIPE 847.198 434.237 1.210 435.447 17.60 8.85 1.22 436.66 .00 1.51 1.96 2.000 .000 .00 1 .0 I_ 1.593 .0439 .0059 .01 3.21 1.55 .69 .009 .00 .00 PIPE 848.791 434.307 1.260 435.567 17.60 8.44 1.11 436.67 .00 1.51 1.93 2.000 .000 .00 1 .0 I_ 1.209 .0439 .0052 .01 1.26 1.43 .69 .009 .00 .00 PIPE I 1 I I I I I I ! I ! I ! 850.000 434.360 1.314 435.674 17.60 8.04 1.00 436.68 .00 1.51 1.90 2.000' .000 .00 1 .0 .I_ I_ 42.712 .0050 .0049 .21 1.31 1.32 1.30 .009 .00 .00 PIPE I ! I ! I ! I I I I I I I 892.712 434.575 1.323 435.898 17.60 7.98 .99 436.89 .00 1.51 1.89 2.000 .000 .00 1 .0 67.244 .0050 .0046 .31 1.32 1.30 1.30 .009 .00 .00 PIPE I 11 I I I I I I I I I I 959.957 434.913 1. 81 436.294 17.60 7.61 .90 437.19 .00 1.51 1.85 2.000 .000 .00 1 .0 20.329 .0050 .0041 .08 1.38 1.20 1.30 .009 .00 .00 PIPE M ■r M M M M M.M M M r FILE: PHASE2LINEE.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE .3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 4:32:34 WATER SURFACE PRESSURE ANALYSIS LINE "E° ® ARACENA STA. 44+54.84 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEE.OUT I•Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base WtI 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 I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch 980.286 I I 435.015 1.443 I I 436.458 I 17.60 1 7.25 .82 I 437.27 .00 I I 1.51 1.79 I I 2.000 I .000 .00 1 1 .0 -I- 4.964 -1- .0050 -I- -I- -I- -I- -I- .0036 -I- .02 -I- 1.44 -I- 1.10 -I- 1.30 -1- .009 -I- .00 .00 1- PIPE (985.250 I I 435.040 I 1.511 I 436.551 I 17.60 I 6.91 .74 I 437.29 .00 I I 1.51 1.72 ! I 2.000 I .000 .00 I 1 .0 JUNCT STR .0436 ® 1.51 1.00 .013 .00 .00 I_ PIPE I I I I I I I I I I I I I 988.000 435.160 .991 436.151 1.10 10.57 1.73 437.89 .00 1.35 1.42 1.500 .000 .00 1 .0 -I- 8.110 -1- .0050 -i- -1- -I- -I- -I- .0128 -I- .10 -I- .99 -1- 1.99 -I- 1.50 -I- .009 -I- .00 .00 I- PIPE 996.110 1 1 435.201 I .971 1 436.172 1 13.10 1 10.82 1.82 1 437.99 .00 I I 1.35 1.43 1 I 1.500 I .000 .00 1 1 .0 15.890 .0050 _ .0140 .22 .97 2.07 1.50 .009 .00 .00 PIPE 1012.000 1 1 435.280 1 .932 1 436.212 1 13.101 1 11.35 2.00 1 438.21 .00 1 1 1.35 1.45 1 1 1.500 1 .000 .00 I 1 .0 JUNCT STR .0436 .0901 .25 .93 2.25 .013 .00 .00 PIPE 1 1 1 1 I 1014.750 435.400 .577 435.977 8. •0 18.54 5.34 441.31 .00 .99 .99 1.000 .000 .00 1 .0 3.542 .1667 .0683 .24 .58 4.74 .45 .009 .00 .00 I_ PIPE 1018.292 I I 435.991 I .594 I 436.585 I 8.70 i 17.88 4.96 I 441.55 .00 I i .99 .98 I I 1.000 I .000 .00 I 1 .0 I_ 4.053 .1667 .0613 .25 .59 4.48 .45 .009 .00 .00 PIPE 1022.345 I I 436.666 I .618 I 437.284 I 8.70 I 17.05 4.51 I 441.80 .00 I I .99 .97 I I 1.000 f .000 .00 I 1 .0 3.419 .1667 .0544 .19 .62 4.14 .45 .009 .00 .00 PIPE I 1025.764 I 437.236 I ,.644 I 437.880 I 8.70 I 16.25 4.10 I 441.98 .00 I I .99 .96 I I 1.000 I 000 .00 I 1 .0 2.911 _I. .1667 .0483 .14 .64 3.83 .45 .009 .00 .00 1_ PIPE M M M M M M M FILE: PHASE2LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 4:32:34 WATER SURFACE PRESSURE ANALYSIS LINE "E" ® ARACENA STA. 44 +54.84 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEE.OUT Invert ! Depth ! Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base 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 L /Elem ICh Slope I I I I SF Avel . HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch 1028.675 I I 437.722 ! .672 I 438.394 I 8.70 I 15.50 3.73 I 442.12 .00 ! I .99 .94 I I 1.000 I .000 .00 I 1 .0 2.504 .1667 .0430 .11 .67 3.53 45 .009 .00 .00 PIPE 1031.180 438.139 .701 438.840 8.70 14.77 3.39 442.23 .00 .99 .92 1.000 .000 .00 1 .0 2.151 .1667 .0383 .08 .70 3.25 .45 .009 .00 .00 PIPE 1033.330 I I 438.498 I .733 I 439.231 I 8.70 I 14.09 3.08 I 442.31 .00 I I .99 .88 I I 1.000 I .000 .00 I 1 .0 1.852 .1667 .0343 .06 .73 2.97 .45 .009 .00 .00 I_ PIPE 1035.182 I I 438.807 I .768 ! 439.575 I 8.70 I 13.43 2.80 I 442.38 .00 I I .99 .84 I I 1.000 ! .000 .00 I 1 .0 1.588 .1667 .0309 .05 .77 2.70 .45 .009 .00 .00 PIPE 1036.770 I I 439.071 I .807 I 439.879 I 8.70 I 12.81 2.55 ! 442.43 .00 I ! .99 .79 I I 1.000 I .000 .00 I 1 .0 1.353 .1667 .0281 .04 .81 2.43 .45 .009 .00 .00 I_ PIPE 1038.123 I I 439.297 I .851 I 440.148 ! 8.70 I 12.21 2.32 I 442.46 .00 ! I .99 .71 I I 1.000 I .000 .00 I 1 .0 1.119 .1667 .0259 .03 .85 2.15 .45 .009 .00 .00 PIPE 1039.242 439.484 .904 440.388 8.70 11.64 2.10 442.49 .00 .99 .59 1.000 .000 .00 1 .0 -I- .758 -I- .1667 -I- -I- -I- -I- -I- .0257 -l- .02 -I- .90 -I- 1.82 -I- .45 -l- .009 -i- .00 .00 1- PIPE 1040.000 I I 439.610 I .989 I 440.599 I 8.70 I 11.10 1.91 I 442.51 .00 I I .99 .20 I I 1.000 I .000 .00 I 1 .0 -I- .167 -I- .0050 -I- -l- -I- -I- -I- .0262 -I- .00 -l- .99 -I- 1.00 -I- 1100 -I- .009 I I -I- .00 I .00 1- PIPE I I 1040.167 I 439.611 ! 1.000 I 440.611 I 8.70 I 11.08 1.91 ! 442.52 .00 I I .99 .00 1.000 .000 .00 1 .0 84.613 .0050 .0274 2.32 1.00 .00 1.00 .009 .00 .00 PIPE FILE: PHASE2LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 .Time: 4:32:34 WATER SURFACE PRESSURE ANALYSIS LINE "E" ® ARACENA STA. 44 +54.84 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEE.OUT Invert ( Depth Water Q Vel Vel I Energy I Super ICriticaliFlow Top[Height/ 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 ! SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch, # *f *tff} t� **T ;_ }t_ }♦ f }f tfft # *I * * * *t *tlff # *i } *Iftf tff* f* I* f**#* tl } *ftf *f #I #ff }f # *#If * * } # }fl # # # *f *tlf *ff* I #t * *f *# I 1124.780 440.030 2.999 443.029 8.70 11.08 1.91 444.93' .00 .99 .00 1.000 .000 .00 1 .0 '• � '4 ,. ... - ,• � - _ �. .. a ,. - t r -- .. - . • - .•, -^ v 'FILE: PHASE2LINEF.WSW.: W S P G W ". - EDIT LISTING - Version•14.06 Date,12 -10 2004„ Time:-5i 9:32 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING - PAGE 1 �• - t ^'^' CARD, SECT- CHN NO OF AVE.,PIER .HEIGHT 1. ..BASE" ' ,ZL ZR' INV • -Y(1) °Y(2)•-- Y(3)•- ~DROP Y(4) - Y(5)- _Y(6) Y(7)... Y(8) Y(9) �Y(10) CODE -NO TYPE PIER /PIP WIDTH DIAMETER WIDTH ^. [ CD .4 1 2.000 r CD 2 4 1 1,500 y • » • W S P G W - PAGE NO 1 s WATER- SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1.I$ - WATER SURFACE.PRESSURE GRADIENT ANALYSIS LINE "F" ® ARACENA STA..52+31.99.. HEADING LINE NO 2 IS - + TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA ' HEADING LINE NO 3 IS - FILE: PHASE2LINEF.OUT W S P G W _ .. PAGE NO 2 - WATER SURFACE PROFILE.- ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * ^f - U /S•DATA. STATION INVERT SECT + W S ELEV - 7 27. 40 1 942.9 0 4 3 _ � a - 427.820 + . •. t,: ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H _ 1000.000 429.280 _1� .009 000 000 .000 0 ELEMENT NO 3 IS A TRANSITION U/S DATA STATION INVERT ECT ,�•,, N RADIUS ANGLE 1002. 000 429.348- 2, Y 009'!" ^'*'£`^^ ,. �--w .000 .000 ELEMENT NO 4 IS A REACH *- U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN H 1100.000 432.280 2 " .009 , .000 .000 .000 0 ELEMENT NO 5 IS A REACH * } *' •, ' * U/S DATA STATION INVERT SECT -N RADIUS ANGLE ANG PT MAN H , 1182.320 432.690 2 .009 .000 .000 .000 0 _ ELEMENT NO -6 IS A REACH - U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H } - 1272.750 433.140 2 .009 50.000.-103.625 .000. 0 ` ELEMENT NO 7 IS A REACH - * ( U/S DATA STATION INVERT SECT RADIUS :ANGLE ANG PT MAN H 1298.390 433.270 2 009, ^ .000 .000 .000 0 w ELEMENT NO 8'IS A SYSTEM HEADWORKS U/S DATA STATION 04NVERT SECT ,� - W S ELEV.. 1298.390 433 70 2 r 433.270 l G t i t pn C E T1 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "F" @ ARACENA STA. 52 +31.99 0 T2 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA T3 FILE: PHASE2LINEF.OUT SO 942.970 427.340 1 427.820 R 1000.000 429.280 1 .009 .000 .000 0 TS 1002.000 429.348 2 .009 .000 R 1100.000 432.280 2 .009 .000 .000 0 R 1182.320 432.690 2 .009 .000 .000 0 R 1272.750 433.140 2 .009 - 103.625 .00.0 0 R 1298.390 433.270 2 .009 .000 .000 0 SH 1298.390 433.270 2 433.270 CD 1 4 1 .000 2.000. .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 Q 7.700 .0 FILE: PHASE2LINEF.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5: 9:36 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "F" @ ARACENA STA. 52+31.99 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEF.OUT axaxa+ a++ aa+ axaxat+ xaxa► xt+ x+ xax+++ a+ at++ arrxrxxat+ taxaxt► xx+++ ar++ xtaart+ axx+++ x+ r+ xa: x+ a+ + + :xxaxxrax +xar + +axtaaxa *axx: ++ xax +aa +• Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev 1 (FT) I Elev I (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -1- L /Elem +++ xaxxx+ -I- -I- ICh Slope I Ia+ xaxxx+ xlaxatxxaxlxax+ -I- I 1 xaraxlxtxa+ -I- -I- 1 tx+ tltxxaxaxlxax+ -I- SF Avel x+ xlxaxt -I- -I- HF ISE DpthlFroude xaxx+ x+ xaxalaxx+ -I- -1- NINorm Dp axxxlxxxaxx +xlxaxtx -I- I "N" I +xlx -I- X -Fa111 +x +taxltaxxx ZR -1 IType Ch +t +xa I+ Iax 942.970 427.340 .490 427.830 7.70 12.89 2.58 430.41 .00 .99 1.72 2.000 .000 .00 1 .0 6.290 .0340 .0319 .20 .49 3.86 .48 .009 .00 .00 PIPE 949.260 I I 427.554 I .491 I 428.045 1 7.70 12.85 I 2.57 I 430.61 .00 1 1 .99 1.72 I I 2.000 I .000 .00 I 1 .0 50.740 .0340 .0298 1.51 .49 3.84 .48 .009. 00 .00 I_ PIPE 1000.000 I I 429.280 I .508 I 429.788 I 7.70 12.26 I 2.33 I 432.12 .00 I I .99 1.74 I I 2.000 I .000 .00 I 1 .0 TRANS STIR .0340 .0263 .05 .51 3.60 .009 .00 .00 PIPE I I 1 X1002.000 429.348 .585 429.933 7.70 12.07 2.26 432.19 .00 1.08 �I 1.46 --�.. 1.500 .000 .00 1 .0 . 20.621 .0299 I .0238 _I_ .49 .59 3.22 .56 .009 00 .00 PIPE 1022.621 I 429.965 I .599 I 430.564 I 7.70 11.68 I 2.12 I 432.68 .00 I I 1.08 1.47 I I 1.500 I .000 .00 I 1 .0 -I- 19.964 -I- .0299 I -1- -I- -i- -1- -I- .0214 -1- -I- .43 .60 -1- 3.07 -I- .56 -I- .009 -I- .00 .00 1- PIPE 1042.585 I 430.562 I .621 I 431.183 I 7.70 11.14 I 1.93 I 433.11 .00 i I 1.08 1.48 I I 1.500 I .000 .00 I 1 .0 13.720 .0299 .0188 .26 .62 2.87 .56 .009 .00 .00 1_ PIPE 1056.305 I I 430.973 I .643 I 431.616 I 7.70 10.62 I 1.75 I 433.37 .00 I I 1.08 1.48 I I 1.500 I .000 .00 I 1 .0 10.055 .0299 .0165 .17 .64 2.68 .56 .009 .00 .00 I_ PIPE 1066.360 431.274 I .667 I 431.941 I 7.70 10.13 I 1.59 I 433.53 .00 I I 1.08 1.49 I I 1.500 I .000 .00 I 1 .0 7.755 .0299 .0145 .11 .67 2.50 .56 .009 .00 .00 I_ PIPE 1 1074.115 I 431.506 I .692 I 432.198 I 7.70 9.65 I 1.45 I 433.64 .00 I I 1.08 1.50 I I 1.500 I .000 .00 1 1 .0 , 6.144 .0299 .0127 .08 .69 2.33 .56 .009 .00 .00 PIPE FILE: PHASE2LINEF.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5: 9:36 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "F" ® ARACENA STA. S2 +31.99 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: PRASE2LINEF.OUT Invert 1 Depth 1 Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station I Elev 1 (FT) I Elev 1 (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem x#*# x#* x# ICh Slope I Ix* x## x* xxlx**#*x x* I I Itxtxxxxxtl#* I SF Avel x* x* xxxlxxxxxx# Ixxx* r#: HF ISE DpthlFroude 1* x# xx* x*# I* x* wxxxlx# NINorm xx:*# xl Dp # *xxxxxxlx I "N" I X -Fa11I *x * #xxlxx +x * # *1 ZR *x #x# IType Ch Ixxxx *x# 1080.259 I I 431.689 j .718 l I 432.408 I 7.70 9.21 1.32 I i 433.72 .00 I I 1.08 1.50 1 i 1.500 I .000 .00 i 1 .0 -1- 4.949 -I- .0299 -I- -I- -I- -I- -I- .0112 -I- -I- .06 .72 -I- 2.17 -I- .56 -I- .009 -1- .00 .00 1- PIPE 1085.208 I I 431.837 .745 I I 432.583 I 7.70 8.78 1.20 I I 433.78 ..00 I I 1.08 1.50 I I 1.500 I .000 .00 I 1 .0 3.977 .0299 .0099 .04 .75 2.02 .56 .009 .00 .00 I_ PIPE 1089.185 I I 431.956 I .774 I 432.731 I 7.70 8.37 1.09 I 1 433.82 .00 I I 1.08 1.50 I I 1.500 I .000 .00 I 1 .0 3.245 .0299 .0087 .03 .77 1.88 .56 .009 .00 .00 I_ PIPE 1092.430 I I 432.054 I .804 I 432.858 I 7.70 7.98 .99 I I 433.85 .00 I I 1.08 1.50 I I 1.500 1 .000 .00 I 1 .0 2.646 .0299 .0077 .02 .80 1.75 .56 .009 .00 .00 I_ PIPE 1095.076 I I 432.133 I .835 I 432.968 I 7.70 7.61 .90 I I 433.87 .00 I I 1.08 1.49 I I 1.500 I .000 .00 I 1 .0 -I- 2.061 -I- .0299 -I- -I- -I- -I- -I- .0068 -I- -I- .01 .84 -I- 1.63 -1- .56 -I- .009 -I- .00 .00 1- PIPE I 1097.137 I I 432.194 I .869 I 433.063 I 7.70 7.25 .82 I I 433.88 .00 I I 1.08 1.48 I I 1.500 I .000 .00 1 .0 1.641 .0299 .0060 .01 .87 1.51 .56 .009 I .00 .00 1- PIPE 1098.778 I I 432.243 I .904 I 433.148 I 7.70 6.92 .74 I I 433.89 .00 I I 1.08 1.47 I 1.500 I .000 .00 I 1 .0 1.222 .0299 .0053 .01 .90 1.40 .56 .009 I .00 .00 1_ PIPE I 1100.000 I I 432.280 I .942 I 433.222 I 7.70 6.59 .68 I I 433.90 .00 I I 1.08 1.45 I 1.500 I .000 .00 1 .0 82.320 .0050 .0050 .41 .94 1.30 .94 .009 I .00 I .00 PIPE I 1182.320 I I 432.690 I .942 I 433.632 I 7.70 6.59 .67 I I 434.31 .04 I I 1.08 1.45 I 1.500 .000 .00 1 .0 10.302 .0050 .0050 .05 .98 1.29 .94 .009 .00 .00 PIPE FILE: PHASE2LINEF.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -10 -2004 Time: 5: 9:36 WATER SURFACE PRESSURE GRADIENT ANALYSIS LINE "F" O ARACENA STA. 52+31.99 TD DESERT DEV., CITY OF LA QUINTA, CALIFORNIA FILE: PHASE2LINEF.OUT Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase WtI 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 I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch 1192.622 432.741 .942 433.683 7.70 6.59 .67 434.36 .04 1.08 1.45 1.500 .000 .00 1 .0 80.128 .0050 .0048 .38 .98 1.29 .94 .009 .00 .00 PIPE 1272.750 433.140 .972 434.112 7.70 6.36 .63 434.74 .00 1.08 1.43 1.500 .000 .00 1 .0 9.715 .0051 .0045 .04 .97 1.22 .94 .009 .00 .00 PIPE 1282.465 433.189 .985 434.174 7.70 6.25 .61 434.78 .00 1.08 1.42 1.500 .000 .00 1 .0 12.924 .0051 .0041 .05 .99 1.19 .94 .009 .00 .00 PIPE 1295.389 433.255 1.028 434.283 7.70 5.96 .55 434.84 .00 1.08 1.39 1.500 .000 .00 1 .0 3.001 .0051 \' .0037 .01 1.03 1.09 .94 .009 .00 .00 PIPE l�. - 1298.390 433.270 1.075 434.345 7.70 5.68 .50 434.85 .00 1.08 1.35 1.500 .000 .00 1 .0 4 31VO 31VO jO A9 Cr:DMHO 'A9 O31VirKYWO 'ON 133HS 8Of £570-688-606 xe3 LZZB"8-606 Nd OTbZ6 VO'owPMWSS ueS '3S PAU '3 601 31VO 31va jO ASO3N'J3H3 EST0.6O6.606 Hej LTZS"8-606 'yd a3ivinolvO OTtZ6 VO 'OUiPJewaB Ues IS PJ141.3 601 —'ON 133HS �� t t' . . ' � • Y '. ♦ � - • t ,� � � i k".. � .t t - t., , • � � � �. � 1 t � 'k { r • 1 � a •� ; 't �, 4 • � � � - t � 1 y .. • � . F ,., • • � t . , � i< i ;,. ^ .� iu ,w t i't ' ... k ' 1 1 f - . "� - ' � - Lr r t • � � 't _+ ' � 1 CC .' ,. J r �, t l �, 4. " 1 t. . •.. f � � t 1 ' i 1 L � Ii.. � .. .. 1 1 I I T1 WSPG ANALYSIS LINE "F -1" FROM LINE "F" TO C.B. # 8 (C.B. #2 PER AVENUE 58) 0 T2 TD DESERT DEVELOPMENT, ANDALUSIA AT CORAL MTN., CITY OF LA QUINTA T3 FILE: PHASE2LINEFI SO 1250.000 433.030 1 433.990 R 1256.080 433.210 1 .013 .000 .000 0 R 1284.270 434.030 1 .013' 32.303 .000 0 R 1300.990 434.510 1 .013 .000 .000 0 R 1350.000 435.940 1 .013 28.081 .000 0 R 1380.330 436.460 1 .013 17.378 .000 0 R 1387.270 436.580 1 .013 .000 .000 0 SH 1387.270 436.580 1 436.580 CD 1 4 1 .000 1.500 ..000 .000. .000 .00 Q 5.900 • .0 FILE: PHASE2LINEFI.WSW r W S P G W - EDIT LISTING - Version 14.06 Date: "9 -27 -2005 Time: 4:47:26 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 - WSPG ANALYSIS LINE "F -1" FROM LINE "F" TO C.B. # 8 (C.B. #2 PER AVENUE 58) HEADING LINE NO 2 IS - TD DESERT DEVELOPMENT, ANDALUSIA AT CORAL MTN., CITY OF LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE2LINEFI 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• 1250.000 433.030 1 433.990 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H .1256.080 433.210 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1284.270 434.030 1 .013 50.001 32.303 .000 0 ELEMENT NO 4-IS A REACH U/S DATA STATION INVERT SECT. N RADIUS ANGLE ANG PT MAN H 1300.990 434.510 1 .013 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1350.000 435.940 1 .013 99.999 28.081 .000 0 ELEMENT NO 6 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1380.330 436.460 1 .013 99.999 17.378 .000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1387.270 436.580 1 .013 .000 .000 .000 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1387.270 436.580 1 436.580 N FILE: PHASE2LINEFI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 9 -27 -2005 Time: 4:47:30 WSPG ANALYSIS LINE "F -1" FROM LINE "F" TO C.B. # 8 (C.B. #2 PER AVENUE 58) TD DESERT DEVELOPMENT, ANDALUSIA AT CORAL MTN., CITY OF LA QUINTA FILE: PHASE2LINEFI 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.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF. Ave) HF ISE DpthlFroude,NlNbrm Dp I "N" I X -Fall) ZR IType Ch 1250.000 I I 433.030 I .594 I 433.624 I 5.90 9.05 I 1.27 I 434.90 .00 I .94 I 1.47 I 1.500 I I .000 .00 I 1 .0 -I- 6.080 -I- .0296 -I- -I- -I- -I- -I- .0286 -I- .17 -1- 59 71- 2.39 -1- .59 -1- .013 -1- .00 .00 1- PIPE. 1256.080 I I 433.210 t .596 I 433.806 I 5.90 9.03 I 1.127 I 435.07. .07 I .94 i 1.47 I 1.500 I I .000 .00 I 1 .0 28.190 .0291 .0281 .79 .67 2.38 59 .013' .00 .00 PIPE 1284.270 I I 434.030 I .600 I 434.630 I 5.90 8.93 I 1.24 I 435.87 .00 I .94 -I- I 1.47 I 1.500 I I .000 .00 I 1 .0 -I- 16.720 -I- .0287 -I- -I- -I- -i- -I- .0274 -1- .46 -I- .60 2.35 -I- .59 -I- .013 -I- .00 .00 I- PIPE 1300.990 434.510 .604 435.114 5.90 8.86 1.22 436.33 .04 .94 1.47 1.500 .000 .00 1 .0 -I- 12.589 -I- .0292 -I- -1- -I- -I- -I- .0264 -I- .33 -I- .64 -I- 2.32 -I- .59 -I- .013 -I- .00 .00 I- PIPE 1313.578 I I 434.877 I .612. I 435.489 I 5.90 8.69 I 1.17 I 436.66 .03 I .94 I 1.47 I I 1.500 I .00 I 1 .0 16.910 .0292 .0242 .41 .65 2.26 .59 .013 .00 .00 PIPE 1330.489 I I 435.371 I .634 I 436.005 I 5.90 8.29 I 1.07 I 437.07 .03 I .94 I 1.48 I I 1.500 I .000 .00 I 1 .0 9.185 .0292 .0212 .19 .67 2.11 .59 .013 .00 .00 1- PIPE 1339.673 I I 435.639 I .658 I 436.297 I 5.90 7.90 I .97 I 437.27 .03 I .94 I 1.49 I I 1.500 I .000 .00 I 1 .0 6.102 .0292 .0187 .11 .69 1.97 .59 .013 .00 .00 PIPE 1345.775 I• I 435.817 I .682 I 436.499' I 5.90 7.54 I .88 I 437.38 .03 I .94 I 1.49 I I 1.500 I .000 .00 I 1 .0 4.225 .0292 .0164 .07 ".71 1.83 .59 .013 .00 .00 PIPE 1350.000 I I 435.940 I .708 I 436.648 I 5.90 7.19 I ..80 I 437.45 .02 I .94 I ,1.50 I I 1.500 I .000 .00 I 1 .0 -I- 16.377 -I- .0171 -I- -I- -I- -I- -I- .0145 -I- .24 -I- :73 -I- 1.71 -I- .69 -1- .013 -I- .00 .00 1- PIPE r FILE: PHASE2LINEFI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 9 -27 -2005 Time: 4:47:30 WSPG ANALYSIS LINE "F -1" FROM LINE "F" TO C.B. # 8 (C.B. #2 PER AVENUE 58) TD DESERT DEVELOPMENT, ANDALUSIA AT CORAL MTN., CITY OF LA QUINTA FILE: PHASE2LINEFI 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.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- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I ]Type Ch 1366.377 I I 436.221 I .733 I 436.954 I 5.90 6.87 I .73 I 437.69 .02 I .94 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 8.800 -I- .0171 -I- -I- -I- -I- -I- .0128 -I- .11 -I- .76 -I- 1.60 -I- .69 -I- .013 -I- .00 .00 1- PIPE 1375.177 I I 436.372 I .761 I 437.133 I 5.90 6.55 I .67 I 437.80 .02 I .94 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 5.152 -I- .0171 -I- -I- -I- -I- -I- .0113 -I- .06 -I- .78 -I- 1.49 -I- .69 -I- .013 -I- .00 .00 I- PIPE 1380.330 I I 436.460 I .791 I 437.251 I 5.90 6.24 I• .60 I 437.86 .00 I .94 I 1.50 I 1 1.500 I .000 .00 I 1 .0 -I- 1.132 -I- .0173 -I- -I- -I- -I- -I- .0103 -I- .01 -I- .79 -I- 1.38 -I- .68 -i- .013 -I- .00 .00 1- PIPE 1381.462 I I 436.480 I .800 I 437.280 I 5.90 6.15 I .59 I 437.87 .00 I .94 I '1.50 I I 1.500 I .000 . .00 i 1 .0 -I- 2.892 -I- .0173 -I- -I- •I -I- -I- -I- .0095 -I- .03 -I- .80 71- 1.35 -I- .68 -I- .013 -I- .00 .00 1- PIPE 1384.354 I I 436.530 I .831 437.361 I 5.90 5.86 I .53 I 437.89 .00 I .94 I 1.49 I I 1.500 I .000 .00 I 1 .0' -I- 1.754 -I- .0173 -I- -I- -I- -I- -I- .0084 -I- .01 -I- .83 -I- 1.26 -I- .68 -I- .013 -I- .00 .00 1- PIPE 1386.108 I I 436.560 I .864 I 437.424 I 5.90 5.59 I .49 I 437.91 .00 I .94 I 1.48 I I 1.500 I .000 .00 I 1 .0 -I- .928 -I- .0173 -I- -I- -I- -I- -I- .0074 -I- .01 -I- .86 -I- 1.17 -I- .68 -I- .013 -I- .0.0 .00 I- PIPE 1387.035 I I 436.576 I .899 I 437.475 I 5.90 5.33 I .44 I 437.92 .00 I .94 I 1.47 I I 1.500 I .000 .00 I 1 .0 .235 .0173 .0066 .00 .90 1.08 .68 .013 .00 .00 PIPE 1387.270 I I 436.580 I .938 I 437.518 I 5.90 5.08 I .40 I 437.92 .00 I .94 I 1.45 I I 1.500 I .000 .00 I 1 .0 I- �1 r qqq