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HomeMy WebLinkAboutHydraulicAnalysis(Nov.17,1999) HYDROLOGIC\HYDRA A �r �OR ''T'�R��CT°�2'8482� � . �_-�-- CITY OF TEMECULA COUNTY OF RIVERSIDE REC JOB NO. 13194 November 17, 1999 Revised Lines B, B-1, B-2, B-3, C, G1, D, D-1, D-2 �-- ��FE�S/p� � � ��� ���c�� �� EDWA M. RATICAN � � °�� � R.C.E.46804 � � � � � Expires 6-30-03 � � �,�pe03 � � � � �. ��� � � ��+��� Prepared for: TEMEKU HILLS DEVELOPER PARTNER L.P. A CALIFORNIA LIMITED PARTNERSHIP 2727 Hoover Avenue National City, CA 91950 Prepared by: ��������� N�� 1� 1999 �CK ENGINEERING COMPANY , � 3050 Chicago Avenue, Suite 100 ��-� �� �'�;:;��; ,':,;.,��, Riverside, CA 92507 � ' �� (909) 782-0707 ���7����(�"��'��] �G�f':`t°� I �1c��'; a�l T1 JN 13194 TEMEKU HILLS PHASE III T2 LINE B 48" PIPE T3 EDL SO 1014.721170.00 1 1173.0 R 1044.581170.15 1 38.50 R 1111.691170.50 1 .014 R 1144.411173.77 1 .014 JX 1146.741174.00 1 2 .014 17.16 1175.25 60.0 .000 R 1217.421174.60 1 .014 R 1369.951175.89 1 .014 4.500 .000 0 R 1394.171176.10 1 .014 .000 .000 0 R 1450.541176.58 1 .014 90.000 .000 0 R 1538.511177.33 1 .014 .000 .000 0 R 1589.521177.76 1 .014 2.000 .000 0 R 1600.001177.85 1 .014 3.33 .000 0 R 1615.361177.98 1 .014 .000 .000 0 R 1617.691178.00 1 .014 .000 .0001 R 1620.021178.01 1 .014 .000 .000 0 R 1688.451178.50 1 .014 90.000 .000 0 R 1759.141179.01 1 .014 .000 .000 0 R 1808.411179.36 1 .014 .000 .000 0 JX 1837.241179.57 1 3 3.014 19.21 8.781181.561182.24 71.0 43.0 5.330 R 1860.801179.79 1 .014 R 1942.311180.54 1 .014 .000 .000 0 R 1964.341180.75 1 .014 JX 1965.811180.76 1 3 .014 32.20 1181.26 66.0 R 2012.991181.70 1 .014 .000 .0001 R 2100.001184.70 1 .014 .000 .000 0 R 2420.801195.78 1 .014 .000 25.400 1 JX 2651.951196.94 1 2 .014 5.53 1198.44 .000 22.200 1 TS 2654.281197.95 1 .014 .000 .000 0 JX 2775.031198.72 5 2 2.014 15.17 17.241199.291199.29 45.0 45.0 .000 0 R 2898.001201.70 5 .014 .000 .000 0 R 2900.001201.74 5 .014 .000 .000 0 R 2931.601203.43 5 .014 .000 .000 0 JX 2933.931203.50 5 3 .014 12.9 1202.90 75.0 90.01 R 2968.361203.80 5 .014 .000 .000 0 R 3082.361204.78 5 .014 .000 .000 0 JX 3083.301205.38 5 2 2.014 21.50 30.051206.171208.82 45.0 45.0 .000 0 SH 3083.301205.38 5 1205.38 CD 1 4 1 .00 4.00 .00 .00 .00 .0 CD 2 4 1 .00 1.50 .00 .00 .00 .0 CD 3 4 1 .00 2.00 .00 .00 .00 .0 CD 4 4 1 .00 4.50 .00 .00 .00 .0 CD 5 4 1 .00 3.00 .00 .00 .00 .0 Q 1.00 .0 W S P G N- EDIT LISTING - Version 7.0 Date:11-17-1999 Time: 9:11:47 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 4.00 CD 2 4 1 1.50 CD 3 4 1 2.00 CD 4 4 1 4.50 CD 5 4 1 3.00 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - � ' JN 13194 TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - r ', LINE B 48" PIPE HEADING LINE NO 3 IS - EDL ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' * ' U/S DATA STATION INVERT SECT W S ELEV 1014.72 1170.00 1 1173.00 ELEMENT NO 2 IS A REACH * "` * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.581170.15 1 �..014 44.438 38.500 .000 0 ELEMENT NO 3 IS A REACH ' "' U/S DATA STATION INVERT SECT • N RADIUS ANGLE ANG PT MAN H �� � 1111.69 1170.50 1 .' � t ' .014 � :, .000 .000 .000 0 ELEMENT NO 4 IS A REACH *� '• * 'j U/S DATA STATION INV�RTr`SECT N RADIUS ANGLE ANG PT MAN H 1144.41 1173.7�7 1; � .014 � � .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION.� � ' ' ' � ' ' " U/S DATA STATIOIV INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1146.74 1174.00 1 2 0.014 17.16 .00 1175.25 .00 60.00 .00 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH ' ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1217.421174.60 1 .014 , .000 .000 .000 0 ELEMENT NO 7 IS A REACH ' ' " - U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1369.951175.89 1 .014 1942.071 4.500 .000 0 ELEMENT NO 8 IS A REACH ' *' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1394.171176.10 1 .014 .000 .000 .000 0 ELEMENT NO 9 IS A REACH ' ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1450.541176.58 1 .014 35.886 90.000 .000 0 ELEMENT NO 10 IS A REACH " ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1538.511177.33 1 .014 .000 .000 .000 0 ELEMENT NO 11 IS A REACH * ' " U/S DATA STATION - INVERT SECT N RADIUS ANGLE ANG PT MAN H 1589.521177.76 1 .014 1461.329 2.000 .000 0 ELEMENT NO 12 IS A REACH * ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1600.001177.85 1 .014 180.318 3.330 .000 0 ❑ WSPGN PAGENO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH * "' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1615.361177.98 1 .014 .000 .000 .000 0 ELEMENT NO 14 IS A REACH ' * " U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1617.69 1178.00 1 .014 .000 .000 .000 1 ELEMENT NO 15 IS A REACH ' * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1620.021178.01 1 .014 .000 .000 .000 0 ELEMENT NO 16 IS A REACH * ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1688.451178.50 1 .014 43.564 90.000 .000 0 ELEMENT NO 17 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1759.141179.01 1 .014 .000 .000 .000 0 ELEMENT NO 18 IS A REACH * ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1808.411179.36 1 .014 .000 .000 .000 0 ELEMENT NO 19 IS A JUNCTION ' " "' " ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1837.24 1179.57 1 3 3.014 19.21 8.78 1181.56 1182.24 71.00 43.00 RADIUS ANGLE 309.913 5.330 ELEMENT NO 20 IS A REACH ' ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1860.801179.79 1 .014 .000 .000 .000 0 ELEMENT NO 21 IS A REACH * ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1942.311180.54 1 .014 .000 .000 .000 0 ELEMENT NO 22 IS A REACH * * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1964.341180.75 1 .014 .000 .000 .000 0 ELEMENT NO 23 IS A JUNCTION ' ' ' ' ' " ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1965.81 1180.76 1 3 0.014 32.20 .00 1181.26 .00 66.00 .00 RADIUS ANGLE .000 .000 ❑ WSPGN PAGENO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 24 IS A REACH * * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2012.99 1181.70 1 .014 .000 .000 .000 1 ELEMENT NO 25 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2100.001184.70 1 .014 .000 .000 .000 0 ELEMENT NO 26 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2420.801195.78 1 .014 .000 .000 25.400 1 ELEMENT NO 27 IS A JUNCTION ' * ' ' ' ' " U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2651.951196.94 1 2 0.014 5.53 .00 1198.44 .00 .00 .00 RADIUS ANGLE 596.570 22.200 ELEMENT NO 28 IS A TRANSITION * ' " U/S DATA STATION INVERT SECT N RADIUS ANGLE 2654.28 1197.95 1 .014 .000 .000 ELEMENT NO 29 IS A JUNCTION * ' "' � ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2775.03 1198.72 5 2 2.014 15.17 17.24 1199.29 1199.29 45.00 45.00 RADIUS ANGLE .000 .000 ELEMENT NO 30 IS A REACH * ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2898.001201.70 5 .014 .000 .000 .000 0 ELEMENT NO 31 IS A REACH ' ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2900.00 1201.74 5 .014 .000 .000 .000 0 ELEMENT NO 32 IS A REACH ' * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2931.601203.43 5 .014 .000 .000 .000 0 ELEMENT NO 33 IS A JUNCTION ' * * * ' "` ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2933.93 1203.50 5 3 0.014 12.90 .00 1202.90 .00 75.00 .00 RADIUS ANGLE 1.483 90.010 ❑ WSPGN PAGENO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 34 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2968.361203.80 5 .014 .000 .000 .000 0 ELEMENT NO 35 IS A REACH * `' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3082.361204.78 5 .014 .000 .000 .000 0 ELEMENT NO 36 IS A JUNCTION * * ' ` ' ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 3083.30 1205.38 5 2 2.014 21.50 30.05 1206.17 1208.82 45.00 45.00 RADIUS ANGLE .000 .000 ELEMENT NO 37 IS A SYSTEM HEADWORKS ' ' U/S DATA STATION INVERT SECT W S ELEV 3083.301205.38 5 1205.38 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = IN�1 + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL **.***.****:*+.�******************+***********+**��*******�«*******+.*****:**�+�**��************++**********+*�+�+�+**+*****�:�:�� � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev I(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ 'I_ _I_ _I_ _�_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ I_ L/Elem �Ch Slope� I � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp ��'N" � � ZR �Type Ch *******�*I**�**.**I***�+*�.I*�.*.+�*�I*********I+*+****I**...+**I:****+�:<I.******I****x***I*���x+**I�**.*�+I****�*�Ix****I*x*�..� � � � � � � � � � � � � � 1014.72 1170.00 3.184 1173.184 180.7 16.85 4.408 1177.593 .64 3.778 3.22 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I" 10.42 .00502 .019965 .21 3.82 1.628 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1025.14 1170.05 3.098 1173.151 180.7 17.30 4.648 1177.799 .70 3.778 3.34 4.00 .00 .00 1 .0 _I_ _I_ _I_ 'I' _I_ _I_ _I_ _I' 'I_ _I_ _I_ 'I_ _I_ I_ 19.44 .00502 .021684 .42 3.80 1.725 4.000 .014 .00 PIPE � � � � � � � � ( � � � � 1044.58 1170.15 2.957 1173.107 180.7 18.15 5.113 1178.220 .00 3.778 3.51 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I' 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I' 6.63 .00521 .023261 .15 2.96 1.899 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1051.21 1170.18 2.913 1173.098 180.7 18.43 5.276 1178.373 .00 3.778 3.56 4.00 .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 20.20 .00521 .025092 .51 2.91 1.957 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1071.41 1170.29 2.787 1173.077 180.7 19.33 5.803 1178.880 .00 3.778 3.68 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I_ _I_ "I_ _I_ _I_ 'I' _I_ _I' 'I_ I_ 20.22 .00521 .028130 .57 2.79 2.137 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1091.63 1170.40 2.670 1173.065 180.7 20.28 6.383 1179.449 .00 3.778 3.77 4.00 .00 .00 1 .0 _I_ _I_ _I_ "I" "I_ 'I' _I" _I_ _I_ _I_ _I_ _I_ _I_ I_ 20.06 .00521 .031628 .63 2.67 2.323 4.000 .014 .00 PIPE � � � � � � � � � � � � ( 1111.69 1170.50 2.562 1173.062 180.7 21.27 7.022 1180.083 .00 3.778 3.84 4.00 .00 .00 1 .0 _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I' _I_ 'I' _I_ I_ 5.85 .09994 .032091 .19 2.56 2.519 1.829 .014 .00 PIPE � � � � � � � ( � � � � � 1117.54 1171.08 2.641 1173.726 180.7 20.53 6.544 1180.270 .00 3.778 3.79 4.00 .00 .00 1 .0 "I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 6.76 .09994 .028998 .20 2.64 2.373 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1124.30 1171.76 2.756 1174.517 180.7 19.57 5.949 1180.466 .00 3.778 3.70 4.00 .00 .00 1 .0 _I_ 'I_ _I' _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ 'I_ _I_ I_ 5.64 .09994 .025844 .15 2.76 2.184 1.829 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL *��*���******+****�*��*,r*�**�*++�*+�*+�*���■��*�*��«�****�**.++�*�**+***:��*+++***.�**������++�**�*��+**+*a**.+*« ���+���•�*�* « :* � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �No wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev I Depth � Width �Dia.-FTlor I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem ICh Slope� � � I SF Ave� HF ISE DpthlFroude N�NOrm Dp �"N" � I ZR IType Ch �,t**�*�*� I,t,t,t���r* I*,t,t,t**** I r*fr**,t*f* I**,tf::t*�*< I,rt*,t*,ta I+<*�x,tx.l *�,tt�*t•• I,t,t*,t*f* I*t<,t�,r,t,r I+,t+,t,t,t*,t I*,t*,ttt* I*,t**.** I*.r+* I+**<��* I I I I I I I I I I I I I 1129.94 1172.32 2.879 1175.203 180.7 18.66 5.408 1180.612 .00 3.778 3.59 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I' _I_ I" 4.66 .09994 .023110 .11 2.88 2.003 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1134.60 1172.79 3.013 1175.802 180.7 17.79 4.917 1180.719 .00 3.778 3.45 4.00 .00 .00 1 .0 -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- i- 3.78 .09994 .020764 .08 3.01 1.827 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1138.37 1173.17 3.161 1176.328 180.7 16.97 4.470 1180.797 .00 3.778 3.26 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ "I_ _I_ _I' _I_ _I_ _I' _I_ _I_ I_ 2.96 .09994 .018787 .06 3.16 1.653 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1141.34 1173.46 3.327 1176.790 180.7 16.18 4.063 1180.853 .00 3.778 2.99 4.00 .00 .00 1 .0 _I_ _I_ _I_ 'I_ _I' _I_ _I' _I_ _I' 'I_ _I" _I_ _I_ I' 2.11 .09994 .017198 .04 3.33 1.475 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1143.44 1173.67 3.522 1177.196 180.7 15.42 3.694 1180.890 .00 3.778 2.59 4.00 .00 .00 1 .0 -I- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- .97 .09994 .016193 .02 3.52 1.279 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1144.41 1173.77 3.778 1177.548 180.7 14.70 3.357 1180.905 .00 3.778 1.83 4.00 .00 .00 1 .0 'I_ _I' "I" 'I' _I_ "I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ JUNCT STR .09871 .015459 .04 3.78 1.000 .014 .00 PIPE � � � � � � � � � � � � � 1146.74 1174.00 4.696 1178.696 163.6 13.02 2.631 1181.327 .00 3.689 .00 4.00 .00 .00 1 .0 -I- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 70.68 .00849 .015040 1.06 4.70 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1217.42 1174.60 5.159 1179.759 163.6 13.02 2.631 1182.390 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 152.53 .00846 .015040 2.29 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1369.95 1175.89 6.280 1182.170 163.6 13.02 2.631 1184.802 .00 3.689 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 24_22 .00867 .015040 .36 6.28 .000 4.000 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL ,r****�,r****************************************,r******************,r*****,r*,r**+,r***�,r********+**,r****,r,r**,r***********,r************* � Invert � Depth � Water � Q � Vel Vel I Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev I(FT) I Elev I(CFS) �(FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FT�or I.D.I ZL IPrs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem ICh Slopel I � � SF Ave� HF ISE DpthlFroude NlNOnn Dp I"N" � I ZR �Type Ch *�****�**I:t*******I�*��*++�I� « :« �**I*******xsl***,r:t*,tI*******t�***,t*****I*******I********I*****�**la*x*�« I*�*�*+*I�,r+,txl****:t** � � � � I � � I I � I I � 1394.17 1176.10 6.435 1182.535 163.6 13.02 2.631 1185.166 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ "I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 56.37 .00852 .015040 .85 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1450.54 1176.58 7.329 1183.909 163.6 13.02 2.631 1186.540 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ "I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 87.97 .00853 .015040 1.32 7.33 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1538_51 1177.33 7.902 1185.232 163.6 13.02 2.631 1187.863 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 51.01 .00843 .015040 .77 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1589.52 1177.76 8.317 1186.078 163.6 13.02 2.631 1188.709 .00 3.689 .00 4.00 .00 .00 1 .0 'I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I' _I_ _I_ _I_ _I" _I_ I_ 10.48 .00859 .015040 .16 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1600.00 1177.85 8.486 1186.336 163.6 13.02 2.631 1188.968 .00 3.689 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -I- -�- -I- �- 15.36 .00846 .015040 .23 8.49 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1615.36 1177.98 8.587 1186.567 163.6 13.02 2.631 1189.198 .00 3.689 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- I- 2.33 .00859 .015040 .04 8.59 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1617.69 1178.00 8.734 1186.734 163.6 13.02 2.631 1189.365 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 2.33 .00430 .015040 .04 8.73 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1620.02 1178.01 8.759 1186.769 163.6 13.02 2.631 1189.400 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ I_ 68.43 .00716 .015040 1.03 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1688.45 1178.50 9.824 1188.324 163.6 13.02 2.631 1190.956 .00 3.689 .00 4.00 .00 .00 1 .0 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ I' 70.69 .00722 .015040 1.06 9.82 .000 4.000 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 4 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL **�****�:,r**r:r+�*+��*�:��,t*******,t*••**«.+**.�**.,t**********+�*****+��** « +.*��+**:***+*****x**,t******,t�,t�+t+****�++*���******t*** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No wth Station ( Elev �(FT) � Elev I(CFS) I(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FTlor I.D.� ZL IPrs/Pip _I_ _I_ _I" _I" _I_ _I_ _I_ _I_ _I_ "I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�Norm Dp �"N" � � ZR �Type Ch ****,tr**t I,t+*,t*.�* I*�**,t,t** I,tt.,t*tr** I*.,tt**,r*r I r**,t*.* I,t.****** I**,r***,t.* I*,t*r*** I******** I,t***,r,t** I****,r,t* I,t*,t,t*** I:t**** I*,t****,t � � I � � � � � � � � � � 1759.14 1179.01 10.378 1189.388 163.6 13.02 2.631 1192.019 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 49.27 .00710 .015040 .74 10.38 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1808.41 1179.36 10.769 1190.129 163.6 13.02 2.631 1192.760 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ JUNCT STR .00728 .012687 .37 .00 .000 .014 .00 PIPE � � � � � � � � � � � � � 1837.24 1179.57 12.433 1192.002 135.6 10.79 1.808 1193.810 .00 3.468 .00 4.00 .00 .00 1 .0 _I" 'I_ _I_ _I' 'I_ _I_ _I_ "I_ _I' _I_ _I_ _I' _I_ I_ 23.56 .00934 .010334 .24 12.43 .000 3.506 .014 .00 PIPE � � � � � � � � � � � � � 1860.80 1179.79 12.456 1192.246 135.6 10.79 1.808 1194.054 .00 3.468 .00 4.00 .00 .00 1 .0 _I" _I_ 'I_ _I_ _I' _I_ _I_ _I' _I' 'I_ _I_ _I_ _I_ I_ 81.51 .00920 .010334 .84 12.46 .000 3.555 .014 .00 PIPE � � � � � � � � � � � � � 1942.31 1180.54 12.548 1193.088 135.6 10.79 1.808 1194.896 .00 3.468 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- - I - �- 22.03 .00953 .010334 .23 12.55 .000 3.450 .014 .00 PIPE � � � � � � � � � � � � � 1964.34 1180.75 12.566 1193.316 135.6 10.79 1.808 1195.124 .00 3.468 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I' JUNCT STR .00681 .008171 .O1 12.57 .000 .014 .00 PIPE � � � � � � � � � � � � � 1965.81 1180.76 13.749 1194.509 103.4 8.23 1.051 1195.561 .00 3.079 .00 4.00 .00 .00 1 .0 _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ I_ 47.18 .01992 .006008 .28 13.75 .000 2.115 .014 .00 PIPE � � � � � � � � � � � � � 2012.99 1181.70 13.145 1194.845 103.4 8.23 1.051 1195.897 .00 3.079 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I" _I_ _I_ I_ 87.01 .03448 .006008 .52 13.15 .000 1.802 .014 .00 PIPE � � � � � � � � � � � � � 2100.00 1184.70 10.668 1195.368 103.4 8.23 1.051 1196.419 .00 3.079 .00 4.00 .00 .00 1 .0 _I_ _I_ _I" 'I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ I_ 217.67 .03454 .006008 1.31 10.67 .000 1.801 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 5 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL «***�*:r*�*�******�.��*:*++**.�«**.+******�**+*trr*,t,r,t«,t+..t*..�**,r�.**+*«x..:..,t,t*:r**.:r*�,t,t**,t*,t�t*�**,t+ax*,t+,t,tr:t<***�***,r,t:t*,tr>** � Invert � Depth � water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.I ZL �Prs/Pip 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ I_ L/Elem �Ch Slope� � I I SF Ave� HF �SE DpthlFroude N�NOrm Dp I"N" � I ZR �Type Ch *�***sa*xl:**����*I�*ax****I***a*a***I*a****•�*I*�■*+**I****:***I:�*���***I****�x*I+�*��***I*****x**I�*****�I*�***«*I*.++:I++***�* I I � � � � � � I I � � � 2317.67 1192.22 4.574 1196.792 103.4 8.23 1.051 1197.843 .00 3.079 .00 4.00 .00 .00 1 .0 _I' _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I_ _I_ _I_ 'I" _I' I_ HYDRAULIC JUMP � � � � � � � � � � � � � 2317.67 1192.22 1.972 1194.190 103.4 16.75 4.356 1198.547 .00 3.079 4.00 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I' _I_ 'I_ 'I' I_ 24.59 .03454 .023837 .59 1.97 2.376 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2342.26 1193.07 2.039 1195.106 103.4 16.05 3.999 1199.105 .00 3.079 4.00 4.00 .00 .00 1 .0 'I_ _I_ _I_ "I' 'I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ I_ 21.24 .03454 .021142 .45 2.04 2.228 1.801 .014 .00 PIPE � � � � � ( � � � � � � � 2363.49 1193.80 2.118 1195.919 103.4 15.30 3.635 1199.554 .00 3.079 3.99 4.00 .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ 'I_ I_ 15.57 .03454 .018645 .29 2.12 2.073 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2379.06 1194.34 2.201 1196.539 103.4 14.59 3.305 1199.844 .00 3.079 3.98 4.00 .00 .00 1 .0 _I_ 'I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 11.80 .03454 .016457 .19 2.20 1.927 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2390.87 1194.75 2.288 1197.034 103.4 13.91 3.004 1200.038 .00 3.079 3.96 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I" _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I_ I_ 9.06 .03454 .014542 .13 2.29 1.789 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2399.92 1195.06 2.380 1197.439 103.4 13.26 2.731 1200.170 .00 3.079 3.93 4.00 .00 .00 1 .0 _I_ _I_ 'I_ _I' _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 6.98 .03454 .012865 .09 2.38 1.659 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2406.90 1195.30 2.477 1197.777 103.4 12.65 2.483 1200.260 .00 3.079 3.88 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -I- -�- -�- -I- -I- -�- �- 5.26 .03454 .011401 .06 2.48 1.536 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2412.16 1195.48 2.581 1198.063 103.4 12.06 2.257 1200.320 .00 3.079 3.83 4.00 .00 .00 1 .0 _I' _I_ _I_ _I_ _I_ _I' _I" _I_ _I_ _I_ _I_ _I_ 'I_ I_ 3.90 .03454 .010123 .04 2.58 1.419 1.801 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 6 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL *�**:r*+�+:*��************************<*******+**:*+*.****�+*:***�+**++,r***********************,r****,r**,r*****+«*+****+«*********+** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev I(FT) � Elev �(CFS) I(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FTlor I.D.I ZL IPrs/Pip _I' _I_ _I_ _I_ _I_ _I" 'I_ "I_ _I' 'I_ 'I_ _I_ _I" I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude NlNorm Dp �"N" � � ZR �Type Ch *********'*:*�****I,r*******I*********I*+*******I,r**:***I**x**.«*I****.****I*******I*******<I*****+**I**x�+*�I******xl*,r*�*I��+**** � � I � � � � I � � � � � 2416.06 1195.62 2.691 1198.307 103.4 11.50 2.052 1200.359 .00 3.079 3.75 4.00 .00 .00 1 .0 _I_ _I' 'I' _I_ _I' _I_ _I_ 'I_ _I' _I_ _I_ _I_ _I' I_ 2.65 .03454 .009008 .02 2.69 1.309 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2418.71 1195.71 2.810 1198.518 103.4 10.96 1.865 1200.383 .00 3.079 3.66 4.00 .00 .00 1 .0 _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 1.57 .03454 .008041 .O1 2.81 1.203 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2420.28 1195.76 2.938 1198.700 103.4 10.45 1.696 1200.396 .00 3.079 3.53 4.00 .00 .00 1 .0 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ I_ .52 .03454 .007203 .00 2.94 1.101 1.801 .014 .00 PIPE � � � � � � � � � � � � � 2420.80 1195.78 3.079 1198.859 103.4 9.96 1.541 1200.400 .02 3.079 3.37 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I' "I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ I_ JUNCT STR .00502 3.10 1.000 .014 .00 PIPE � � � � � � � � � � � � � C� 32':'*�T� �'-"� 2.157 1199.097 ��1 14.16 3.114 1202.211 .00 2.998 3.99 � .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ 'I_ 'I_ _I_ _I_ I_ TRANS STR .43347 .011609 .03 2.16 1.896 .014 .00 PIPE � � ( � � � � � � � � � � 2654.28 1197.95 2.998 1200.948 97.9 9.69 1.457 1202.405 .00 2.998 3.47 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ JUNCT STR �3z3] .008826 1.07 3.00 1.000 .014 .00 PIPE � � � � � � � � � � � � � �5-tt3\ 'r��B 3.767 1202.487 65.4 9.26 1.331 1203.818 .00 2.592 .00 - C 3-8t�? .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ 'I_ _I_ _I' I' 15.61 .02423 .011168 .17 3.77 .000 1.812 .014 .00 PIPE � � � � � � � � � � � � � 2790.64 1199.10 3.561 1202.659 65.4 9.26 1.331 1203.990 .00 2.592 .00 3.00 .00 .00 1 .0 _I" _I_ _I_ _I_ "I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ HYDRAULIC JUMP � � � � � � � � � � � � � 2790.64 1199.10 1.808 1200.906 65.4 14.70 3.355 1204.261 .00 2.592 2.94 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 107.36 .02423 .024878 2.67 1.81 2.103 1.812 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 7 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL *.****xt:t***,r+,r***t*t**,t****,r***********,t*,t**r*.***t**x:***�**t++�*.*******���*x*+�***�*��*��**** « ��+.�**+���****.��**�**���:r��*t � Invert � Depth � Water � Q � Vel Vel � Energy I Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station I Elev I(FT) � Elev �(CFS) �(FPS) Head � Grd.El.l Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I" _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp I��N�� I I ZR IType Ch **�**����I « *��**�I�*«*****I******x*.I*********I*****�<I�****�**I*�*******I*******I�*�*****la******.I��+.���I**�*�**I+*,r.:l:�����: I I I I I I I I I I I I I 2898.00 1201.70 1.786 1203.485 65.4 14.92 3.458 1206.944 .00 2.592 2.95 3.00 .00 .00 1 .0 _I_ 'I_ _I' 'I_ _I_ _I' _I_ _I' 'I_ 'I_ _I_ _I_ _I_ I_ 2.00 .02002 .025426 .OS 1.79 2.155 1.933 .014 .00 PIPE � � � � � � � � � � � � � �9TTOLCIO] ?ZYJT:'TLl 1.783 1203.523 65.4 14.95 3.472 1206.995 .00 2.592 2.95 3.00 .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 2.39 .05348 .025083 .06 1.78 2.162 1.423 .014 .00 PIPE � � � � � � � � � � � � � 2902.39 1201.87 1.801 1203.669 65.4 14.77 3.385 1207.054 .00 2.592 2.94 3.00 .00 .00 1 .0 _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ "I' _I_ I' 7.74 .05348 .023264 .18 1.80 2.119 1.423 .014 .00 PIPE � � � � � � � � � � � � � 2910.12 1202.28 1.875 1204.156 65.4 14.08 3.078 1207.234 .00 2.592 2.90 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 6.11 .05348 .020626 .13 1.88 1.961 1.423 .014 .00 PIPE � � � � � � � � � � � � � 2916.23 1202.61 1.954 1204.562 65.4 13.42 2.798 1207.360 .00 2.592 2.86 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I' _I_ "I_ _I_ I' 4.84 .05348 .018322 .09 1.95 1.811 1.423 .014 .00 PIPE � � � � � � � � � � � � � 2921.08 1202.87 2.038 1204.905 65.4 12.80 2.543 1207.449 .00 2.592 2.80 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I_ _I' _I_ _I_ _I' I_ 3.80 .05348 .016313 .06 2.04 1.669 1.423 .014 .00 PIPE � � � � � � � � � � � � � 2924.88 1203.07 2.128 1205.199 65.4 12.20 2.312 1207.511 .00 2.592 2.72 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I' _I' _I_ "I' _I_ _I' _I_ _I_ _I_ I_ 2.88 .05348 .014570 .04 2.13 1.533 1.423 .014 .00 PIPE � � � � � � � � � � � � � 2927.76 1203.22 2.226 1205.451 65.4 11.63 2.102 1207.553 .00 2.592 2.63 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ 'I_ _I_ I_ 2.08 .05348 .013069 .03 2.23 1.401 1.423 .014 .00 PIPE � � � � � � ( � � � � � � 2929.84 1203.34 2.333 1205.669 65.4 11.09 1.911 1207.580 .00 2.592 2.49 3.00 .00 .00 1 .0 -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- i- 1.29 .05348 .011794 .02 2.33 1.271 1.423 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 8 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LZSTING Date:ll-17-1999 Time: 9:11:54 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PZPE EDL **«,t**+*+*,t**+�,t,t****,t«*��x*�*,t�,t,tt*�x«**,t�r***,t,tx,t*,t****,t*******,tft**,t*t*t*r**�x****,t*t,t,t**,t**.++**.**,t,t,t***,t,t**+****x******t,t*,t* � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev I(FT) � Elev �(CFS) I(FPS) Head I Grd.El.� Elev � Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip _I_ _I_ _I_ _I' _I" _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope) � � � SF Ave� HF �SE Dpth�Froude N�Norm Dp �"N" � � ZR �Type Ch ******�**I********I********I*�*******I:*.:****.I***��**I.*�*,�**.I��..���:.I**....*I*.**.***I*.******I*******I******:rl**�:*I******* � I � � � � � � � � � � � 2931.13 1203.41 2.453 1205.858 65.4 10.58 1.737 1207.595 .00 2.592 2.32 3.00 .00 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .47 .05348 .010745 .Ol 2.45 1.140 1.423 .014 .00 PIPE � � � ( � � � � � � � � � 2931.60 1203.43 2.592 1206.022 65.4 10.08 1.578 1207.600 3.00 2.592 2.06 3.00 .00 .00 1 .0 -I- -�- -�- -�- -�- -�- -�- -�- -I- -�- -�- -�- -�- �- JUNCT STR .03002 .008738 .02 3.00 1.000 .014 .00 PIPE � � � � � � � � � � � � � C2K3 �3_�0� 3. 713 1207.213 �= %��'- �.4'3] . 858 1208. 071 . 00 2.356 . 00 3. 00 . 00 . 00 1 .0 _I' "I' _I_ _I_ "I' _I_ _I_ _I_ 'I_ _I' _I_ _I_ _I_ I_ 34.43 .00872 .007199 .25 3.71 .000 2.244 .014 .00 PIPE � � � � � � � � � � � � � 2968.36 1203.80 3.660 1207.460 52.5 7.43 .858 1208.319 .00 2.356 .00 3.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 114.00 '"t�4,'�$:b.0� .007199 .82 3.66 .000 2.257 .014 .00 PIPE � � � � � � � � � � � � � L"�0$2_._3,U' L?O`��8� 3.501 �2 -�� 7.43 .858 1209.139 .00 2.356 .00 �S)3 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I' I_ JUNCT STR .63831 .003601 .00 3.50 .000 .014 .00 PIPE ---------- - - --- - WARNING - Junction Analysis - Large Lateral Flow(s)----- --- � � � � � � � � � � � � � �. 1205.38 3.808 �`269-I"8��1 1.0 .14 .000 1209.188 .00 .309 .00 3.00 .00 .00 1 .0 _I' _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ W S P G N- EDIT LISTING - Version 7.0 Date:11-17-1999 Time: 9:25:26 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 2.00 p WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATIONS FOR LINE B-1 HEADING LINE NO 3 IS - EIH ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * ' U/S DATA STATION INVERT SECT W S ELEV 1001.66 1205.82 1 1209.19 ELEMENT NO 2 IS A REACH * * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1027.53 1206.21 1 .014 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS ' ' U/S DATA STATION INVERT SECT W S ELEV 1027.53 1206.21 1 1206.21 T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATIONS FOR LINE B-1 T3 EIH SO 1001.661205.82 1 1209.19 R 1027.531206.21 1 .014 .000 .000 0 SH 1027.531206.21 1 1206.21 CD 1 4 1 .00 2.00 .00 .00 .00 .0 Q 30.05 .0 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:25:30 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-1 EIH ��****<****.**����<*****:*****.:���*�*+..�����*.*���**********:*********x�.���*<****�**��x*�****�:�.��***************:�*<.****«�*+ � Invert � Depth � Water I Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.l Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I' _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" I � ZR �Type Ch ���**r*t*I***t*x*al********I*�**+...�I.��+.+***I*.*+*«.I.<.+�.��I*+******.I*****ttI****�*:�I*�******I**.*xr*I******�I��*�+I******* I � � � � � � � � � � � � �0_Y''66� � 3.370 1209.190 C3�� �,5� 1.421 1210.611 .00 1.863 .00 2.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I" 25.87 �°!"5�:81 .020464 .53 3.37 .000 2.000 .014 .00 PIPE � � � � � � � ( � � � � � ���^� �t�6�� 3.509 C�2�'9�'.7S�3t 30.0 9.57 1.421 1211.140 .00 1.863 .00 2.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ I' T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATIONS FOR LINE B-2 T3 EIH REV 11/17/99 SO 1002.871206.17 1 1209.19 R 1022.721208.73 1 .014 .000 .000 0 SH 1022.721208.73 1 1208.73 CD 1 4 1 .00 1.50 .00 .00 .00 .0 Q 21.50 .0 W S P G N- EDIT LISTING - Version 7.0 Date:11-17-1999 Time: 9:31:34 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 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194-TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATIONS FOR LINE B-2 HEADING LINE NO 3 IS - EIH REV 11/17/99 ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' * ' U/S DATA STATION INVERT SECT W S ELEV 1002.87 1206.17 1 1209.19 ELEMENT NO 2 IS A REACH * ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1022.721208.73 1 .014 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS ' ' U/S DATA STATION INVERT SECT W S ELEV 1022.72 1208.73 1 1208.73 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 9:31:40 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-2 EIH REV 11/17/99 ***+�+***r****t****�***r�...***.***+*�+�:*<***+*+�**�****+***********�*�*****+��<+***************+++����***s*****+r*+********:s*** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev �(FT) I Elev �(CFS) I(FPS) Head � Grd.El.� Elev I Depth � Width �Dia.-FTlor I.D.I ZL �Prs/Pip -I -�-. - I - -�- -�- -�- - I - -�- -�- -�- -�- -�- -�- �- L/Elem �Ch Slope� � � � SF Ave� HF ISE Dpth�Froude N�NOrm Dp I"N" � � ZR �Type Ch * � < . ***** I*****�:+I****+***I��.+*****I***r*****I.*****.I**<*.***I***:*++��I*�*****I********I**�+��*:I�******I:***++*I*+***I******* I I I I � I � � � � I � � i.iO�Q'� � s'�;�7 3.020 1209.190 r2l.:e� 12.17 2.299 1211 .488 .00 1.476 .00 �I'P5�0, .00 .00 1 . 0 _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I_ _I_ _I_ "I_ _I_ _I_ I_ 11.10 C_Y28'9�6� .048586 .54 3.02 .000 .849 .014 .00 PIPE � � � � � � � � � � � � � 1013.97 1207.60 2.128 1209.729 21.5 12.17 2.299 1212.028 .00 1.476 .00 1.50 .00 .00 1 .0 _I_ _I' _I_ _I_ _I_ _I' 'I' _I_ _I_ _I_ 'I_ _I_ _I_ I_ HYDRAULIC JUMP � � � � � � � � � � � � � 1013.97 1207.60 1.157 1208.759 21.5 L 9 3.353 1212.112 .00 1.476 1.26 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ 'I' _I_ _I_ _I_ "I_ _I_ _I_ I_ 2.76 .12896 .052450 .14 1.16 2.403 .849 .014 .00 PIPE � � � � � � � � � � � � � 1016.73 1207.96 1.208 1209.165 21.5 14.09 3.082 1212.247 .00 1.476 1.19 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _'_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I' I_ 2.64 .12896 .047914 .13 1.21 2.190 .849 .014 .00 PIPE � � � � � � � � � ( � � � 1019.37 1208.30 1.274 1209.572 21.5 13.43 2.802 1212.373 .00 1.476 1.07 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 2.06 .12896 .044207 .09 1.27 1.938 .849 .014 .00 PIPE � � � � � � � � � � � � � 1021.43 1208.56 1.354 1209.918 21.5 12.81 2.547 1212.464 .00 1.476 .89 1.50 .00 .00 1 .0 _I_ _I_ 'I_ _I_ "I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' I_ 1.29 .12896 .043300 .06 1.35 1.642 .849 .014 .00 PIPE � � � � � � � � � � � � � TT'p'2�2 _-`T� ��'-ST3 1.476 (3`2 -� 21.5 12.21 2.314 1212.520 .00 1.476 .38 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I" _I_ _I_ _I_ _I_ I_ T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATIONS FOR LINE B-3 T3 EIH SO 1002.211199.64 1 1202.49 R 1008.851200.19 1 .014 26.330 .000 0 R 1042.561202.95 1 .014 .000 45.000 0 R 1111.281208.57 1 .014 .000 6.000 0 R 1276.971222.11 1 .014 .000 63.500 0 R 1478.001238.54 1 .014 50.000 .000 0 R 1492.961244.70 1 .014 .000 5.500 0 R 1557.011201.09 1 .014 .000 .000 0 SH 1557.011201.09 1 1201.09 CD 1 4 1 .00 1.50 .00 .00 .00 .0 Q 15.17 .0 W S P G N- EDIT LISTING - Version 7.0 Date:11-17-1999 Time: 9:47:10 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 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATIONS FOR LINE B-3 HEADING LINE NO 3 IS - EIH ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' ` * U/S DATA STATION INVERT SECT W S ELEV 1002.21 1199.64 1 1202.49 ELEMENT NO 2 IS A REACH ' "' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1008.851200.19 1 .014 14.449 26.330 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1042.561202.95 1 .014 .000 .000 45.000 0 ELEMENT NO 4 IS A REACH ' " * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1111.281208.57 1 .014 .000 .000 6.000 0 ELEMENT NO 5 IS A REACH * ' * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1276.971222.11 1 .014 .000 .000 63.500 0 ELEMENT NO 6 IS A REACH * ' " U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1478.001238.54 1 .014 230.363 50.000 .000 0 ELEMENT NO 7 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1492.961244.70 1 .014 .000 .000 5.500 0 ELEMENT NO 8 IS A REACH ' * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1557.011201.09 1 .014 .000 .000 .000 0 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 9 IS A SYSTEM HEADWORKS ' " U/S DATA STATION INVERT SECT W S ELEV 1557.01 1201.09 1 1201.09 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 1:47:29 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-3 REVISED 11/17/99 EIH *�**��********�*.****,++�***********,r*****+*:*.*****�+*,r*****,r*,r+.**�***«.***************+***:**********+*+********,r****+*�,r*****+* � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev �(FT) � Elev �(CFS) I(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.I ZL IPrs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � I SF Ave� HF �SE Dpth�Froude N�NOrm Dp �'�N" � � ZR �Type Ch •,t*�t*,t*+I**�****,tl,t**x�+**I**,trt****I*x**x*��+I.+,r*rt�I**t+***�I+,+�,t*x***I*�*,t,t**I*,t*�***,tl+****«**I*x.**,r,tl*x**xt*I,r,t***It**+*** � � � I � � � I I I I � � �rp:p2-;2:5� �99'-&"�] .788 1200.428 ' 16.14 4.045 1204.472 1.50 1.409 1.50 CY.S� .00 .00 1 .0 _I" _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I" _I_ _I_ _I_ _I_ I_ 6.64 .08282 .082027 .54 1.50 3.591 .786 .014 .00 PIPE � � � � � � � � � � � � � Z�A:$r&5 t�2_Q:'0-1.9� .788 1200.978 'S 2 16.13 4.039 1205.017 .00 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ 'I' 'I' _I_ _I_ _I_ I_ 33.71 . 81 .081870 2.76 .79 3.587 .788 .014 .00 PIPE � � � � � � � � � � � � � 1042.56 1202.95 .789 1203.738 15.2 16.12 4.033 1207.771 .00 1.409 1.50 1.50 .00 .00 1 .0 _I' _I_ _I_ _I_ "I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 68.72 .08178 .081782 5.62 .79 3.583 .789 .014 .00 PIPE � � � � � � � � � � � � � 1111.28 1208.57 .789 1209.358 15.2 16.12 4.033 1213.391 .00 1.409 1.50 1.50 .00 .00 1 .0 _I" _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 165.69 .08172 .081782 13.55 .79 3.583 .789 .014 .00 PIPE � � � � � � � � � � � � � t'12':�9-71 C1�:Z2�.� .789 1222.899 15.2 16.12 4.033 1226.932 .OS 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 54.25 .08173 .082486 4.48 .84 3.583 .789 .014 .00 PIPE � � � � � � � � � � � � � 1331.22 1226.54 .784 1227.328 15.2 16.22 4.086 1231.415 .OS 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I" _I' "I_ _I_ I_ 53.68 .08173 .088801 4.77 .84 3.619 .789 .014 .00 PIPE � � � � � � � � � � � � � 1384.90 1230.93 .755 1231.687 15.2 17.01 4.495 1236.181 .06 1.409 1.50 1.50 .00 .00 1 .0 -�- -�- -�- -�- -�- -I- -�- -�- -�- -�- -�- -I- -�- �- 22.10 .08173 .100800 2.23 .81 3.889 .789 .014 .00 PIPE � � � � � � � � � � � � � 1407.00 1232.74 .727 1233.465 15.2 17.84 4.944 1238.409 .06 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ I_ 14.28 .08173 .114535 1.64 .79 4.176 .789 .014 .00 PIPE � � � � � � � � � � � � � 1421.28 1233.90 .701 1234.606 15.2 18.72 5.439 1240.045 .07 1.409 1.50 1.50 .00 .00 1 .0 _I" _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I' 'I_ _I_ _I_ I_ 10.69 .08173 .130265 1.39 .77 4.482 .789 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 1:47:29 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-3 REVISED 11/17/99 EIH •****,t�*+:��,t+*«**.*+*,ta***«**+*�*��**<.*r,r,ta*****.,tx***,t,t,t*��*,t*�t+�********..*****,t,r,t**,t****:***,t*****,t**t*,tt****t*,t**,t:t***,r***,t � Invert � Depth � water i (C Q S) � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev I(FT) � Elev �(FPS) Head � Grd.El.� Elev I Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slopel I I I SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" � I ZR �Type.Ch �*���*�«� I,t,t*:r*�*,t I***r,t,t+* I,t,t«*,t,t:t,t* I��*.****,t I*,t**,t** I***,t*:t*fr I:t****r*•* I,t*t*�** I:r*�***�� I*+,t*+**,t I,t,t+**,ta I**,t+*t,t I>*+*:t I***x,t*• I I I I I I I I I I I I I 1431.97 1234.78 .676 1235.455 15.2 19.63 5.983 1241.437 .08 1.409 1.49 1.50 .00 .00 1 .0 'I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I" "I' 'I_ _I_ "I_ I' 8.63 .08173 .148123 1.28 .75 4.807 .789 .014 .00 PIPE � � � � � � � � � � � � � 1440.61 1235.48 .651 1236.135 15.2 20.59 6.581 1242.716 .08 1.409 1.49 1.50 .00 .00 1 .0 -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- i- 7.32 .08173 .168519 1.23 .74 5.154 .789 .014 .00 PIPE � � � � � � � � � � � � � 1447.93 1236.08 .628 1236.710 15.2 21.59 7.239 1243.949 .09 1.409 1.48 1.50 .00 .00 1 .0 'I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ 'I_ _I' _I_ I_ 6.37 .08173 .191928 1.22 .72 5.523 .789 .014 .00 PIPE � � � � � � � � � � � � � 1454.30 1236.60 .606 1237.209 15.2 22.65 7.963 1245.172 .10 1.409 1.47 1.50 .00 .00 1 .0 _I' _I_ _I' _I' _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 5.66 .08173 .218706 1.24 .71 5.916 .789 .014 .00 PIPE � � � � � � � � � � � � � 1459.96 1237.07 .585 1237.650 15.2 23.75 8.759 1246.410 .11 1.409 1.46 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ 'I_ _I_ _I' _I_ _I_ I_ 5.11 .08173 .249365 1.27 .70 6.335 .789 .014 .00 PIPE � � � � � � � � � � � � � 1465.06 1237.48 .565 1238.048 15.2 24.91 9.635 1247.683 .12 1.409 1.45 1.50 .00 .00 1 .0 _I_ _I" _I_ 'I_ _I_ _I_ _I_ _I_ "I_ _I_ _I_ _I_ _I" I_ 4.66 .08173 .284284 1.32 .69 6.782 .789 .014 .00 PIPE � � � � � � � � � � � � � 1469.72 1237.86 .545 1238.408 15.2 26.13 10.599 1249.007 .13 1.409 1.44 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 4.29 .08173 .324085 1.39 .68 7.258 .789 .014 .00 PIPE � � � � � � � � � � � � � 1474.01 1238.21 .526 1238.740 15.2 27.40 11.659 1250.399 .14 1.409 1.43 1.50 .00 .00 1 .0 _I_ _I_ _I' _I_ _I_ _I_ 'I_ _I_ _I' 'I_ _I_ "I_ _I_ I_ 3.99 C4_81"7�'3 .369863 1.47 .67 7.765 .789 .014 .00 PIPE � � � � ( � � � � � � � � �78�� �3�,._54 .509 rt23'S�fl�'9"� L�._2] �3_..7�� 12.824 1251.873 .00 1.409 1.42 1=5 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I' _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ I' 14.96 .41176 .386336 5.78 .51 8.307 .503 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 1:47:29 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-3 REVISED 11/17/99 EIH +�****t*******:t,t*.,t****��*�x��***�***+*****��:*���:*+.,t��+�+**,r**,t*,r,t***,rrtt****,r**,r,r,r,r,r.,t***,r****,r.*r:t**,r*****:t:��****:<**t+*.*�+* � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �NO Wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem ICh Slope� I � � SF Avel HF ISE DpthlFroude NlNorm Dp �"N" � I ZR �Type Ch ,t**:t*****I***,tr**,tl*******+I***x*****I***+**,t**I*****,t«I*x**,t*�*I**�*:t*�+*I*,t****:tl,t*,t*,t+*,tl***�*t,t*I***tx*.I****xs*Ix**x*I*****,t* � � � I � I � � I � I � � 1492.96 1244.70 .514 1245.214 15.2 28.31 12.444 1257.658 .00 1.409 1.42 1.50 .00 .00 1 .0 -�- -�- -�- -�- - I - -�- -�- -�- -�- -�- - I - -�- -�- I 12.24 .41202 .366123 4.48 .51 8.132 .503 .014 .00 PIPE � � � � � � � � � � � � � 1505.20 1249.74 .523 1250.267 15.2 27.64 11.864 1262.131 .00 1.409 1.43 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 13.25 .41202 .331981 4.40 .52 7.862 .503 .014 .00 PIPE � � � � � � � � � � � � � 1518.45 1255.20 .541 1255.744 15.2 26.35 10.785 1266.530 .00 1.409 1.44 1.50 .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I' _I' "I_ _I_ 'I_ _I_ I_ 7.94 .41202 .291028 2.31 .54 7.348 .503 .014 .00 PIPE � � � � � � � � � � � � � 1526.39 1258.47 .561 1259.035 15.2 25.13 9.805 1268.840 .00 1.409 1.45 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 5.56 .41202 .255321 1.42 .56 6.867 .503 .014 .00 PIPE � � � � � � � � � � � � � 1531.95 1260.76 .581 1261.346 15.2 23.96 8.914 1270.260 .00 1.409 1.46 1.50 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 4.20 .41202 .223963 .94 .58 6.415 .503 .014 .00 PZPE � � � � � � � � � � � � � 1536.15 1262.49 .602 1263.096 15.2 22.84 8.103 1271.200 .00 1.409 1.47 1.50 .00 .00 1 .0 _I_ 'I_ _I_ 'I_ _I_ _I' _I" "I' _I' _I_ _I_ _I_ 'I_ I_ 3.32 .41202 .196569 .65 .60 5.991 .503 .014 .00 PIPE � � � � � � � � � � � � � 1539.46 1263.86 .624 1264.485 15.2 21.78 7.367 1271.852 .00 1.409 1.48 1.50 .00 .00 1 .0 _I_ _I_ "I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 2.70 .41202 .172618 .47 .62 5.593 .503 .014 .00 PIPE � � � � � � � � � � � � � 1542.17 1264.97 .647 1265.621 15.2 20.77 6.697 1272.318 .00 1.409 1.49 1.50 .00 .00 1 .0 _I_ _I' _I_ _I' 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 2.25 .41202 .151660 .34 .65 5.220 .503 .014 .00 PIPE � � � � � � � � � � � � � 1544.41 1265.90 .671 1266.570 15.2 19.80 6.088 1272.658 .00 1.409 1.49 1.50 .00 .00 1 .0 -I- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 1.90 .41202 .133308 .25 .67 4.869 .503 .014 .00 PIPE W S P G N- CZVZLDESIGN Vers 7.1 PAGE 4 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 1:47:29 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-3 REVISED 11/17/99 EIH ,r++�*+****+*+**<***+****,r*�***�*+***x•*************�*+*�x*******+*****.***�*�*,t**++++,r****************+****�******+***x******,r*,r*,r � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �No Wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev I Depth � Width �Dia.-FT�or I.D.� ZL IPrs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slopel � � I SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" I � ZR �Type Ch �:t.x,t*,tr,t I***,t,t**x I:r*t*�*** I,t,t**x**+* I+x��+�*+,t I�.�**+.I *****.,t* I*,t*****,t* I******* I x*x.**** I��**�*,t,t I,t*+*:** I*****,t* I*,t*** I*,t***** I I I I I I I I I I I I I 1546.31 1266.68 .696 1267.377 15.2 18.88 5.535 1272.911 .00 1.409 1.50 1.50 .00 .00 1 .0 'I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 1.62 .41202 .117227 .19 .70 4.540 .503 .014 .00 PIPE � � � � � � � � � � � � � 1547.93 1267.35 .722 1268.069 15.2 18.00 5.031 1273.101 .00 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I" _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 1.39 .41202 .103185 .14 .72 4.231 .503 .014 .00 PIPE � � � � � � � � � � � � � 1549.32 1267.92 .750 1268.670 15.2 17.16 4.574 1273.245 .00 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 1.21 .41202 .090867 .11 .75 3.940 .503 .014 .00 PIPE � � � � � � � � � � � � � 1550.52 1268.42 .778 1269.196 15.2 16.36 4.158 1273.354 .00 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 1.05 .41202 .080084 .08 .78 3.667 .503 .014 .00 PIPE � � � � � � � � � � � � � 1551.57 1268.85 .809 1269.658 15.2 15.60 3.780 1273.438 .00 1.409 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ I_ .92 .41202 .070652 .06 .81 3.410 .503 .014 .00 PIPE � � � � � � � � � � � � � 1552.49 1269.23 .840 1270.066 15.2 14.88 3.437 1273.503 .00 1.409 1.49 1.50 .00 .00 1 .0 'I' _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I' _I' 'I_ _I_ _I_ I_ .80 .41202 .062380 .OS .84 3.168 .503 .014 .00 PIPE � � � � � � � � � � � � � 1553.28 1269.55 .874 1270.428 15.2 14.18 3.124 1273.552 .00 1.409 1.48 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .70 .41202 .055157 .04 .87 2.940 .503 .014 .00 PIPE � � � � � � � � � � � � � 1553.98 1269.84 .909 1270.751 15.2 13.52 2.840 1273.591 .00 1.409 1.47 1.50 .00 .00 1 .0 _I_ 'I' _I_ _I_ _I_ _I_ _I_ _I' _I_ 'I' 'I_ _I_ 'I_ I_ .61 .41202 .048836 .03 .91 2.725 .503 .014 .00 PIPE � � � � � � � � � � � � � 1554.59 1270.09 .947 1271.038 15.2 12.89 2.582 1273.620 .00 1.409 1.45 1.50 .00 .00 1 .0 _I' _�_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ 'I' _I_ I_ .53 .41202 .043324 .02 .95 2.520 .503 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 5 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time: 1:47:29 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE B-3 REVISED 11/17/99 EIH *+�:r�,t*******+***,t*:t:*.�******�t+.*�+**,t+�*t**+�*+�*�*******�*****,t*,t***+*,t*.**+**x*�� « +�.�**x��+**,t,t+x***.***x*,t*+���t,tr,t**+��+� � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �NO Wth Station � Elev I(FT) � Elev �(CFS) �(FPS) Head I Grd.El.� Elev I Depth � Width �Dia.-FTlor I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' 'I_ 'I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF ISE Dpth�Froude N�NOrm Dp �"N" � I ZR �Type Ch •**.*****I****�***I****+*+*I*******:*I*********I*x**��*I*:�*****I***��*+��I*:****.I******�*I*+.**+**I*+**.**I**��+**I*****I******� � � � � � � � � � � � � � 1555.11 1270.31 .987 1271.296 15.2 12.29 2.347 1273.643 .00 1.409 1.42 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ I_ .46 .41202 .038509 .02 .99 2.327 .503 .014 .00 PIPE � � � � � � � � � � � � � 1555.57 1270.50 1.030 1271.527 15.2 11.72 2.134 1273.661 .00 1.409 1.39 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ 'I' I_ .39 .41202 .034318 .O1 1.03 2.142 .503 .014 .00 PIPE � � � � � � � � � � � � � 1555.96 1270.66 1.076 1271.734 15.2 11.18 1.940 1273.674 .00 1.409 1.35 1.50 .00 .00 1 .0 _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .33 .41202 .030681 .O1 1.08 1.965 .503 .014 .00 PIPE � � � � � � � � � � � � � 1556.29 1270.79 1.126 1271.921 15.2 10.66 1.763 1273.684 .00 1.409 1.30 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I' _I_ _I_ _I_ I_ .27 .41202 .027557 .O1 1.13 1.793 .503 .014 .00 PIPE � � � � � � � � � � � � � 1556.57 1270.91 1.181 1272.089 15.2 10.16 1.603 1273.692 .00 1.409 1.23 1.50 .00 .00 1 .0 _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .22 .41202 .024920 .O1 1.18 1.624 .503 .014 .00 PIPE � � � � � � � � � � � � � 1556.78 1271.00 1.243 1272.240 15.2 9.69 1.457 1273.697 .00 1.409 1.13 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ 'I' _I_ _I_ 'I_ 'I" _I_ _I_ _I_ I_ .16 .41202 .022789 .00 1.24 1.451 .503 .014 .00 PIPE � � � � � � � � � � � � � 1556.94 1271.06 1.315 1272.376 15.2 9.24 1.325 1273.701 .00 1.409 .99 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ "I_ _I_ _I_ I_ .07 _4`1202 .021380 .00 1.32 1.261 .503 .014 .00 PIPE � � � � � � � � � � � � � T55T4' Q�Z1__097 1.409 �272:49'97 1"5'2 8.80 1.203 1273.703 .00 1.409 .72 ? .00 .00 1 .0 _I_ 'I_ _I_ _I_ _I_ _I' _I_ _I_ _I' _I_ _I_ _I" _I_ I_ T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATIONS FOR LINE C T3 EIH SO 1001.501204.25 1 1207.21 R 1016.651206.12 1 .014 .000 .000 0 JX 1039.981209.00 1 2 .014 6.20 1209.23 .0 .000 R 1074.051213.24 2 .014 .000 .000 0 SH 1074.051213.24 2 1213.24 CD 1 4 1 .00 1.50 .00 .00 .00 .0 CD 2 4 1 .00 1.50 .00 .00 .00 .0 Q 6.90 .0 W S P G N- EDIT LISTING - Version 7.0 Date:11-17-1999 Time:10:22:47 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 1.50 CD 2 4 1 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATIONS FOR LINE C HEADING LINE NO 3 IS - EIH ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ` * * U/S DATA STATION INVERT SECT W S ELEV 1001.50 1204.25 1 1207.21 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.651206.12 1 .014 .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 1039.981209.00 1 2 0.014 6.20 .00 1209.23 .00 .00 .00 RADIUS ANGLE .000 .000 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 4 IS A REACH * ' ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1074.051213.24 2 .014 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS * ' U/S DATA STATION INVERT SECT W S ELEV 1074.051213.24 2 1213.24 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1� PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:22:53 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C EIH .*******,r****a****•+*********+***+*:��:��������*:*:�***�*■�****�*,r■:��<*••*a*****.***.***�*******x*+*.****+****.******��:*******�� � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station I Elev �(FT) I Elev �(CFS) I(FPS) Head � Grd.El.l Elev I Depth � Width �Dia.-FT�or I.D.� ZL IPrs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I' 'I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE DpthlFroude N�NOrm Dp I"N" � � ZR �Type Ch •**,t,t,t+**I*+*.*x**Ir+*++,t+*I**,t,t*x*+*I**+,t****,tl*r.*txtl**,t*x*,t:tl***,t+****I*******I.*,t+,t:r.lt,r,t*+�*�Ixxr,r*+al*****+*I**.,r*I+*��*�� � � � I I � � � I � � � � F-0=Ci� �2� 2. 960 Q2A��16� Cx_ �1'� 7.41 . 853 1208.063 . 00 1.354 .00 ��0� . 00 . 00 1 . 0 'I' _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 9.52 .12;�a. .018037 .17 2.96 .000 .643 .014 .00 PIPE � � � � � � � � � � � � � 1011.02 1205.43 1.956 1207.381 13.1 7.41 .853 1208.234 .00 1.354 .00 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ 'I" _I_ 'I_ _I_ 'I' _I_ _I_ I_ HYDRAULIC JUMP � � � � � � � � � � � � � 1011.02 1205.43 .918 1206.343 13.1 � 2.074 1208.418 .00 1.354 1.46 1.50 .00 .00 1 .0 _I_ _I' 'I_ _I' _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ I_ .83 .12343 .036542 .03 .92 2.313 .643 .014 .00 PIPE � � � � � � � � � � � � � 1011.86 1205.53 .936 1206.464 13.1 11.29 1.980 1208.444 .00 1.354 1.45 1.50 .00 .00 1 .0 _I_ _I" _I_ _I_ _I_ _I' 'I" _I' _I_ _I' _I_ _I_ _I' I_ 1.57 .12343 .033450 .OS .94 2.227 .643 .014 .00 PIPE � � � � � � � � � � � � � 1013.42 1205.72 .975 1206.697 13.1 10.77 1.800 1208.496 .00 1.354 1.43 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ I_ 1.30 .12343 .029707 .04 .98 2.057 .643 .014 .00 PIPE � � � � � � � � � � � � � 1014.72 1205.88 1.017 1206.899 13.1 10.26 1.636 1208.535 .00 1.354 1.40 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I" _I_ _I_ I_ 1.07 .12343 .026450 .03 1.02 1.896 .643 .014 .00 PIPE � � � � � � � � � � � � � 1015.79 1206.01 1.062 1207.076 13.1 9.79 1.487 1208.563 .00 1.354 1.36 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ I_ .86 .12343 .023628 .02 1.06 1.741 .643 .014 .00 PIPE � � � � � � � � � � � � � 1016.65 1206.12 1.111 1207.231 13.1 9.33 1.352 1208.583 .00 1.354 1.31 1.50 .00 .00 1 .0 _I_ _I' _I_ _I_ _I_ _I_ 'I_ _I' _I_ _I_ _I_ _I_ _I_ I_ JUNCT STR .12345 .060782 1.42 1.11 1.591 .014 .00 PIPE � � � � � � � � � � � � � ?�63�-3� {1"26°�D1 .483 1209.483 6.9 I�3� 3.055 1212.538 .00 1.017 1.40 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 8.05 .12445 .093228 .75 .48 4.173 .456 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:22:53 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C EIH �**********.*��*�*****x***********+++*.*.*«**,r***,r.*****,r***,r*****�����**+�**********,r**���*�**�******+********+�.*���*:r***�*��*** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev �(FT) � Elev �(CFS) I(FPS) Head � Grd.El.� Elev � Depth I Width �Dia.-FT�or I.D.I ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ I_ L/Elem �Ch Slope� I � � SF Ave� HF �SE DpthlFroude N�NOrm Dp �"N" I � ZR IType Ch <**,t,t*,tx*I**,t�,t***I*,t+,t+,t**I*********I*********I*t**+**I**r+**��I**:t:t*�**,tl****,t**I«**,t****I+.�:�*•,tl.*,r***tl<**<,r,t*I,t,t***I,ta:�*,t* � � � � � � � � � � � � � 1048.03 1210.00 .499 1210.501 6.9 13.39 2.786 1213.286 .00 1.017 1.41 1.50 .00 .00 1 .0 _I_ _I_ _I" _I_ _I_ _I' "I_ _I_ _I_ _I_ _I_ _I_ _I' I_ 5.52 .12445 .081836 .45 .50 3.910 .456 .014 .00 PIPE � � � � � � � � � � � � � 1053.55 1210.69 .517 1211.206 6.9 12.77 2.532 1213.738 .00 1.017 1.43 1.50 .00 .00 1 .0 _I' _I_ _I' _I' _I_ _I_ _I" _�_ _I_ _I_ _�_ _I_ _I' I_ 4.02 .12445 .071716 .29 .52 3.656 .456 .014 .00 PIPE i i i i i i i i i i i i i 1057.57 1211.19 .535 1211.725 6.9 12.18 2.302 1214.027 .00 1.017 1.44 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I_ 'I_ _I_ _I_ I' 3.09 .12445 .062844 .19 .54 3.417 .456 .014 .00 PIPE � � � � � � � � � � � � � 1060.66 1211.57 .554 1212.128 6.9 11.61 2.093 1214.221 .00 1.017 1.45 1.50 .00 .00 1 .0 _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ "I' 'I_ _I_ _I_ I_ 2.46 .12445 .055106 .14 .55 3.193 .456 .014 .00 PIPE � � � � � � � � � � � � � 1063.12 1211.88 .574 1212.454 6.9 11.07 1.903 1214.356 .00 1.017 1.46 1.50 .00 .00 1 .0 _I_ 'I_ _I' _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ I_ 2.00 .12445 .048351 .10 .57 2.983 .456 .014 .00 PIPE � � � � � � � � � � ( � � 1065.11 1212.13 .595 1212.723 6.9 10.55 1.730 1214.453 .00 1.017 1.47 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I' 'I_ _I_ _I' _I_ _I_ 'I_ _I_ _I' I_ 1.65 .12445 .042448 .07 .60 2.787 .456 .014 .00 PIPE � � � � � � � � � � � � � 1066.76 1212.33 .617 1212.950 6.9 10.06 1.572 1214.523 .00 1.017 1.48 1.50 .00 .00 1 .0 -I- -�- -I- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 1.39 .12445 .037263 .OS .62 2.602 .456 .014 .00 PIPE � � � � � � � � � � � � � 1068.15 1212.51 .639 1213.145 6.9 9.59 1.429 1214.574 .00 1.017 1.48 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I" _I' _I_ 'I_ _I_ I_ 1.16 .12445 .032725 .04 .64 2.428 .456 .014 .00 PIPE � � � � � � � � � � � � � 1069.31 1212.65 .663 1213.313 6.9 9.15 1.299 1214.612 .00 1.017 1.49 1.50 .00 .00 1 .0 'I" _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .97 .12445 .028772 .03 .66 2.266 .456 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:22:53 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C EIH ***�*�***+**,r*:***,r*********+*******************�:****�*:���***+**,r***********,r*******************�***.*:**,r*,r**,r�*,r*****��******* � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station I Elev I(FT) I Elev �(CFS) I(FPS) Head I Grd.El.l Elev I Depth � Width �Dia.-FTlor I.D.I ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem ICh Slopel I I I SF Ave� HF �SE Dpth�Froude NlNorm Dp I"N" � I ZR IType Ch •********I«******I,r**,r****I**,r�*+x*�I*****��,r*I�******�******,r*I,r**,r*:r***I*****,r*I***,r*:r**I********I*******I****■**I*****I******* I � I I � � � � � � � � � 1070.28 1212.77 .688 1213.459 6.9 8.72 1.181 1214.640 .00 1.017 1.49 1.50 .00 .00 1 .0 _I_ 'I_ _�_ _I_ _I_ "I' _I_ _I_ _I_ _I_ _I_ 'I_ _I_ I_ .82 .12445 .025308 .02 .69 2.113 .456 .014 .00 PIPE � � � � � � � � � � � � � 1071.10 1212.87 .714 1213.587 6.9 8.32 1.074 1214.661 .00 1.017 1.50 1.50 .00 .00 1 .0 _I_ _I' _I" "I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .69 .12445 .022269 .02 .71 1.969 .456 .014 .00 PIPE � � � � � � � � � � � � � 1071.79 1212.96 .741 1213.700 6.9 7.93 .976 1214.677 .00 1.017 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ 'I_ 'I_ _I_ _I_ 'I_ _I_ _I_ 'I_ I_ .58 .12445 .019604 .O1 .74 1.835 .456 .014 .00 PIPE � � � � � � ( � � � � � ( 1072.37 1213.03 .769 1213.800 6.9 7.56 .888 1214.688 .00 1.017 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ I_ .47 .12445 .017272 .O1 .77 1.708 .456 .014 .00 PIPE � � � � � � � � � � � � � 1072.84 1213.09 .799 1213.889 6.9 7.21 .807 1214.696 .00 1.017 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .39 .12445 .015233 .Ol .80 1.589 .456 .014 .00 PIPE � � � � � � � � � � � � � 1073.23 1213.14 .830 1213.968 6.9 6.87 .734 1214.702 .00 1.017 1.49 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ "I_ _I_ _I_ _I" _I_ _I_ I_ .30 .12445 .013446 .00 .83 1.476 .456 .014 .00 PIPE � � � � � � � � � � � � � 1073.54 1213.18 .863 1214.039 6.9 6.55 .667 1214.706 .00 1.017 1.48 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _�_ 'I_ _I_ _I_ _I_ _I_ _I_ I_ .23 .12445 .011885 .00 .86 1.370 .456 .014 .00 PIPE ( � � � � � � � � � ( � � 1073.76 1213.20 .898 1214.102 6.9 6.25 .606 1214.709 .00 1.017 1.47 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .17 .12445 .010515 .00 .90 1.271 .456 .014 .00 PIPE � � � � � � � � � � � � � 1073.93 1213.23 .934 1214.159 6.9 5.96 .551 1214.710 .00 1.017 1.45 1.50 .00 .00 1 .0 _I_ _I' _I_ _I_ _I_ _I' _I_ _I' _I_ _I_ _I_ _I_ _I_ I' .09 .12445 .009320 .00 .93 1.176 .456 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 4 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:22:53 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C EIH ,t****r,t*r***x.r***a*,t*,ta,r+*��x����*���***s*���+*,t**«********tt**t**,t*a*****,ta*,t**,t**a**+*************+**r*r***��x*��:��+*****,r***,t � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �No Wth Station � Elev I(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ I_ L/Elem �Ch Slope� � � I SF Ave� HF �SE Dpth�Froude N�Norm Dp �"N" � � ZR �Type Ch �********I***x****I,t****«**I***.***«.I****w,t***I,t*a*+��I*a,t***�*I*��*:�***I*+«,t*,t*I*******tl,r,t*r,t,r*,tl*t*x***I*,ttt***I*x+**I**,t**** I � � � � I I � � � � � � 1074.02 1213.24 .974 1214.210 6.9 5.68 .501 1214.711 .00 1.017 1.43 1.50 .00 .00 1 .0 _I' 'I' _I_ _I_ _I_ "I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ (_ .03 .12445 .008271 .00 .97 1.087 .456 .014 .00 PIPE � � � � � � � � � � � � � ��0'7�:05� (S2� 1.017 Cr2'r4�:2�71 6.9 5.41 .454 1214.711 .00 1.017 1.40 1.50 .00 .00 1 .0 _I_ _I_ _I_ "I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATIONS FOR LINE C-1 T3 EIH SO 1000.841209.23 1 1209.48 R 1035.601218.00 1 .014 .000 .000 0 SH 1035.601218.00 1 1218.00 CD 1 4 1 .00 1.50 .00 .00 .00 .0 Q 6.2 .0 W S P G N- EDIT LISTING - Version 7.0 Date:11-17-1999 Time:10:28:43 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 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATIONS FOR LINE C-1 HEADING LINE NO 3 IS - EIH p WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' `' U/S DATA STATION INVERT SECT W S ELEV 1000.84 1209.23 1 1209.48 ELEMENT NO 2 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.601218.00 1 .014 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS ' ` U/S DATA STATION INVERT SECT W S ELEV 1035.60 1218.00 1 1218.00 ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGZNEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:28:47 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C-1 EIH •**+.+*.�.+.�+*�.����*******�...��+*�****++.****�.��:��+*+��+*,r*��.�:*****,r*****************+*********+******��*******<.��*+****** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO wth Station I Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FTlor I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem ICh Slope� � � � SF Avel HF �SE Dpth�Froude NlNorm Dp �"N" � � ZR IType Ch *******x*I********I+***<***I*+*�*****I*�.*�*+**I***+«**I*:***.**I*******,r*I***:**,rl**,r***,r,rl********I***�***I**.*+**I****,rl,r,r*:,r** � � � � � � I I I I � � I Q'0UV-8"� 2�9 .374 1209.604 CCi..2� 't�`8„D'2� 5.043 1214.647 .00 .962 1.30 �.59�3 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I' I_ 1.29 .'�2'3 .215669 .28 .37 6.168 .360 .014 .00 PIPE � � � � � � � � � � � � � � 1002.13 1209.56 .375 1209.931 6.2 17.90 4.975 1214.906 .00 .962 1.30 1.50 .00 .00 1 .0 _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ I' 8.42 .25230 .200111 1.68 .38 6.109 .360 .014 .00 PIPE � � � � � � � � � � � � � 1010.55 1211.68 .388 1212.067 6.2 17.07 4.522 1216.589 .00 .962 1.31 1.50 .00 .00 1 .0 'I_ _I_ _I_ _I_ _I_ _I' _I_ 'I_ _I_ _I_ _I' _I_ _I' I_ 5.15 .25230 .175149 .90 .39 5.719 .360 .014 .00 PIPE � � � � � � � � � � � � � 1015.69 1212.98 .402 1213.380 6.2 16.27 4.111 1217.491 .00 .962 1.33 1.50 .00 .00 1 .0 _I_ _I_ _I_ 'I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 3.64 .25230 .153209 .56 .40 5.355 .360 .014 .00 PIPE � � � � ( � � � � � � � � 1019.33 1213.90 .415 1214.311 6.2 15.51 3.737 1218.049 .00 .962 1.34 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ "I_ _I_ I_ 2.75 .25230 .134010 .37 .42 5.010 .360 .014 .00 PIPE � � � � � � � � � � � � � 1022.08 1214.59 .430 1215.019 6.2 14.79 3.398 1218.417 .00 .962 1.36 1.50 .00 .00 1 .0 _I' _�_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 2.18 .25230 .117354 .26 .43 4.690 .360 .014 .00 PIPE � � � � � � � � � � � � � 1024.26 1215.14 .445 1215.583 6.2 14.10 3.089 1218.672 .00 .962 1.37 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I_ 'I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ I_ 1.78 .25230 .102689 .18 .45 4.389 .360 .014 .00 PIPE � � � � � � � ( � ( � � � 1026.03 1215.59 .460 1216.047 6.2 13.45 2.808 1218.855 .00 .962 1.38 1.50 .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I_ _I_ 'I_ "I_ _I_ _I_ _I_ _I_ I_ 1.47 .25230 .089928 .13 .46 4.105 .360 .014 .00 PIPE � � � � � � � � � � � � � 1027.50 1215.96 .477 1216.434 6.2 12.82 2.553 1218.987 .00 .962 1.40 1.50 .00 .00 1 .0 _I_ _I_ _I_ 'I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ I_ 1.25 .25230 .078771 .10 .48 3.841 .360 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:28:47 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C-1 EIH *******.**.�******�*+*****.**++*.***.***+��+�+.**+*******************++*�*:�*****.*++�*���*****,r*x*********x.**********,:*�.<*****,r � Invert � Depth � water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev �(FT) � Elev I(CFS) I(FPS) Head I Grd.El.� Elev � Depth � Width IDia.-FTlor I.D.) ZL IPrs/Pip _I_ _I_ _I_ _I_ _I_ "�" _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope) � � � SF Ave� HF �SE Dpth�Froude NlNorm Dp �"N" � I ZR �Type Ch :x.*.,t**rl**x*:*<+I**,t**t*<I*s***+**�I+t,t,t��:*�I.*��*+�I**�«+:**I*•r+*:�++I�*,r:t.+�l+�**�**�I�++**,t*:tl******,tl,t**+�+�I�*�**I��.�*** � � � � � � � � � � � � � 1028.75 1216.27 .493 1216.764 6.2 12.23 2.321 1219.085 .00 .962 1.41 1.50 .00 .00 1 .0 _I_ _I" _I_ _I" 'I_ 'I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ I_ 1.05 .25230 .068987 .07 .49 3.591 .360 .014 .00 PIPE � � � � � � � � � � � � � 1029.80 1216.54 .511 1217.048 6.2 11.66 2.110 1219.157 .00 .962 1.42 1.50 .00 .00 1 .0 -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- -i- i- .91 .25230 .060473 .OS .51 3.358 .360 .014 .00 PIPE � � � � � � � � � � � � � 1030.71 1216.77 .529 1217.294 6.2 11.11 1.918 1219.212 .00 .962 1.43 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ I_ .78 .25230 .053004 .04 .53 3.139 .360 .014 .00 PIPE � � � � � � � � � � � � � 1031.48 1216.96 .548 1217.510 6.2 10.60 1.744 1219.254 .00 .962 1.44 1.50 .00 .00 1 .0 'I_ _I_ _I_ _I' _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' I_ .67 .25230 .046489 .03 .55 2.934 .360 .014 .00 PIPE � � � � � � � � � � � � � 1032.16 1217.13 .568 1217.700 6.2 10.10 1.585 1219.285 .00 .962 1.46 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ 'I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ I_ .59 .25230 .040774 .02 .57 2.742 .360 .014 .00 PIPE � � � � � � � � ( � � � � 1032.74 1217.28 .588 1217.868 6.2 9.63 1.441 1219.309 .00 .962 1.46 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .50 .25230 .035779 .02 .59 2.561 .360 .014 .00 PIPE � � � � � � � � � � � � � 1033.25 1217.41 .610 1218.017 6.2 9.18 1.310 1219.327 .00 .962 1.47 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I_ _I_ _I" _I_ _I_ _I' _I_ _I_ _I_ I_ .44 .25230 .031416 .O1 .61 2.392 .360 .014 .00 PIPE � � � � � � � � � � � � � 1033.69 1217.52 .632 1218.150 6.2 8.76 1.191 1219.341 .00 .962 1.48 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I' _I_ I_ .38 .25230 .027581 .O1 .63 2.232 .360 .014 .00 PIPE � � � � � � � � � � � � � 1034.07 1217.61 .655 1218.268 6.2 8.35 1.083 1219.351 .00 .962 1.49 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I' _I_ _I_ _I_ I_ .32 .25230 .024239 .Ol .66 2.083 .360 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:28:47 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C-1 EIH *�+:.���..���.�*******x*��*����.+**�*+*:,r*.*****,r,r**,r*,r,r:r*.***********+****��*****<**+<*�**�:+.*��:+��::**+��. «+��**�:****+****** � Invert � Depth � water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO wth Station I Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev I Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" � � ZR �Type Ch ***�<*<.�I+�++*,r**I********I*********I**�******I+�+��+:I:�:*+.:�I*�*****.*I*******I**:+***+I***,r*,r**I+*****+I,r****,r*I*:***I******,r � � � � � � I I � � � � I 1034.39 1217.69 .680 1218.375 6.2 7.96 .984 1219.359 .00 .962 1.49 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ .28 .25230 .021314 .O1 .68 1.943 .360 .014 .00 PIPE � � � � � � � � � � � � � 1034.67 1217.76 .705 1218.470 6.2 7.59 .895 1219.365 .00 .962 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ 'I' _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ I_ .23 .25230 .018748 .00 .71 1.811 .360 .014 .00 PIPE � � � � � � � � � � � � � 1034.90 1217.82 .732 1218.556 6.2 7.24 .813 1219.369 .00 .962 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I_ 'I' _I' _I' 'I' I_ .20 .25230 .016500 .00 .73 1.688 .360 .014 .00 PIPE � � � � � � � � � � � � � 1035.10 1217.87 .759 1218.633 6.2 6.90 .739 1219.372 .00 .962 1.50 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ I' .16 .25230 .014532 .00 .76 1.571 .360 .014 .00 PIPE � � � � � � � � � � � � � 1035.26 1217.91 .789 1218.702 6.2 6.58 .672 1219.375 .00 .962 1.50 1.50 .00 .00 1 .0 _I_ _I' _I_ _I_ _I_ _I_ _I" _I_ _I_ 'I' _I_ _I_ _I_ I_ .13 .25230 .012813 .00 .79 1.462 .360 .014 .00 PIPE � � � � � � � � � � � � � 1035.39 1217.95 .819 1218.765 6.2 6.27 .611 1219.376 .00 .962 1.49 1.50 .00 .00 1 .0 _�" _I_ _I_ _I' 'I' _I_ _I_ _I_ _I_ 'I_ _I' _I_ _I_ I_ .09 .25230 .011306 .00 .82 1.359 .360 .014 .00 PIPE � � � � � � � � � � ( � � 1035.48 1217.97 .852 1218.822 6.2 5.98 .556 1219.377 .00 .962 1.49 1.50 .00 .00 1 .0 _I_ _I_ _I_ _I_ _I' _I_ _I_ 'I_ _I_ _I_ "I_ _I_ _I_ I_ .07 .25230 .009991 .00 .85 1.262 .360 .014 .00 PIPE � � � � � � � � � � � � � 1035.55 1217.99 .886 1218.873 6.2 5.70 .505 1219.378 .00 .962 1.48 1.50 .00 .00 1 .0 "I_ _I_ _I' _I' _I_ _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ I' .04 .25230 .008837 .00 .89 1.171 .360 .014 .00 PIPE � � � � � � � � � � � � � 1035.59 1218.00 .922 1218.919 6.2 5.44 .459 1219.378 .00 .962 1.46 1.50 .00 .00 1 .0 _I" _I_ _I_ _I' _I" _I' _I_ 'I_ _I_ _I_ _I_ _I_ _I_ I_ .O1 .25230 .007819 .00 .92 1.084 .360 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 4 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:28:47 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE C-1 EIH **s***s****��**a+,r***+*:�.*■+���+�,r*************,r************a***a*:*+*�******•***xxx***aa***aa******a*********r***************�*� � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _�_ _I_ _I' _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" � � ZR IType Ch *********I*++*+*+�I+**.****I******:**I*********Ix**+***I*�*.�**+I*********I*******I++*:****I********I*,r*****I�**��**I*****I*+,r**** I I � � � I � I � � I � � (�0�3'S-50� CT2�B'-(tf?� . 9 6 2 �12i 8-'9b'2? 6. 2 5. 18 . 416 1219 . 3 7 8 . 0 0 . 9 6 2 1. 4 4 "'S� . 0 0 . 0 0 1 . 0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I_ _I' I_ T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATIONS FOR LINE D T3 EIH SO 1000.001199.29 2 1204.27 R 1010.581199.37 2 .014 .000 63.660 0 R 1042.911199.60 2 .014 JX 1237.391201.00 2 2 2.014 11.64 2.451201.001201.00 17.0 47.0 .000 SH 1237.391201.00 2 1201.00 CD 1 4 1 .00 2.00 .00 .00 .00 .0 CD 2 4 0.00 1.50 .00 .00 .00 .0 Q .01 .0 W S P G N- EDIT LISTING - Version 7.0 Date: 9- 7-1999 Time:10:32:43 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 2.00 CD 2 4 0 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATIONS FOR LINE D HEADING LINE NO 3 IS - EIH ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' "' U/S DATA STATION INVERT SECT W S ELEV 1000.001199.29 2 1204.27 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1010.581199.37 2 .014 .000 .000 63.660 0 ELEMENT NO 3 IS A REACH " ' " U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1042.911199.60 2 .014 .000 .000 .000 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 1237.391201.00 2 2 2.014 11.64 2.45 1201.00 1201.00 17.00 47.00 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A SYSTEM HEADWORKS ' ' U/S DATA STATION INVERT SECT W S ELEV 1237.391201.00 2 1201.00 ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:37:41 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATIONS FOR LINE D REVISED 11/17/99 EIH *���+**.,t*aa*+�+..*�+**.+��+**.*****,t:*.��:.�:«��+�*+��+�**�*****��**,r*,rt*******,t******t**.�**,t,t*****:*�,r�*r+�+*+****a..�,t***t**t* � Invert � Depth � water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �No Wth Station � Elev I(FT) I Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ 'I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" � � ZR �Type Ch ***�*«*t*It*�****xl,tt**�**�I******rt+l**,t*��.*+I*****+�I�x,t*,t*,r*I*****,t***I*,t*****I**,t**,t**I����****la**x,t**I**s*+*+I�****I+*.**** I � � � � I � I ( � � � � �T�2:.rZ� �'r99�8� 3.010 1202.490 �.�1 ("7�981 .989 1203.479 .00 1.384 .00 1.50 .00 .00 0 .0 _I_ _I_ _I_ _I_ _I_ _I' "I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 8.55 r'D'0�� .020896 .18 3.01 .000 1.500 .014 .00 PIPE � � � � � � � � � � � � � 1010.67 1199.53 3.346 1202.876 14.1 7.98 .989 1203.865 .00 1.384 .00 1.50 .00 .00 0 .0 _I_ _I_ _I_ _I_ _I' _I' _I_ _I_ 'I_ _I_ _I_ _I_ _I_ I_ 32.22 .00589 .020896 .67 3.35 .000 1.500 .014 .00 PIPE � � � � � � � � � � � � � 1042.89 1199.72 3.830 1203.550 14.1 7.98 .989 1204.538 .00 1.384 .00 1.50 .00 .00 0 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' _I_ I' JUNCT STR .00582 .010448 1.96 3.83 .000 .014 .00 PIPE WARNING - Junction Analysis - Large Lateral Flow(s)------------------ � � � � ( � � � � � � � � IC '23'Ov24� �2`00 _�81� 5 .686 95_.�.9_b` . 0 .O1 .000 1206 .496 . 00 . 036 . 00 1 .50 .00 . 00 0 . 0 _I ~� _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I' I_ T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATION FOR LINE D-1 T3 EIH SO 1000.001201.00 1 1208.4 R 1039.591201.40 1 .014 .000 47.000 0 SH 1039.591201.40 1 1201.40 CD 1 4 1 .00 1.50 .00 .00 .00 .0 Q 11.64 .0 W S P G N- EDIT LISTING - Version 7.0 Date: 9- 7-1999 Time:10:35:26 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 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATION FOR LINE D-1 HEADING LINE NO 3 IS - EIH ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' ' ` U/S DATA STATION INVERT SECT W S ELEV 1000.00 1201.00 1 1208.40 ELEMENT NO 2 IS A REACH " ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1039.591201.40 1 .014 .000 .000 47.000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS ' ' U/S DATA STATION INVERT SECT W S ELEV 1039.59 1201.40 1 1201.40 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:47:18 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATION FOR LINE D-1 EIH •****.*�*�+�*�����*x:x�:..******�:****************:+****�***x***********��***�**********�****x�x**.*******+*+****�*******�+:��:�*� � Invert � Depth � water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev I(FT) I Elev �(CFS) �(FPS) Head � Grd.El.l Elev � Depth � Width �Dia.-FT�or I.D.� ZL IPrs/Pip _�_ _I' _I_ _I_ _I_ _I' _I' _I_ _I_ _I_ _I_ _I_ _I_ I' L/Elem �Ch Slopel � � � SF Ave� HF �SE Dpth�Froude N�Norm Dp �"N" � � ZR �Type Ch ****.x.**I**+***�.I.*.+��.*It**r..+..1*.r******I****.**I*****a**I*+*****.�I*******Ir*******I.+++.***I***x+�+l**x***«I****�I�***t** � � � � � � � � � I � � � IZ??�0_ �?20Q. 5.690 1206.500 � 6. .674 1207.174 .00 1.299 .00 1'":`5�0 .00 .00 1 .0 _I' _I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ 'I_ _I_ _I_ I_ 13.77 .09440 .014241 .20 5.69 .000 .649 .014 .00 PIPE � � � � � � � � ( � � � � '3-`7 Zt72'-T 4.691 ��206.8011 11.6 6.59 .674 1207.474 .00 1.299 .00 1.50 .00 .00 1 .0 _I_ 'I_ _I_ _I_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ T1 JN 13194 - TEMEKU HILLS PHASE III 0 T2 HYDRAULIC CALCULATION FOR LINE D-2 T3 EIH SO 1000.001204.99 1 1208.4 R 1019.401205.60 1 .014 .000 .000 0 SH 1019.401205.60 1 1205.60 CD 1 4 1 .00 1.50 .00 .00 .00 .0 Q 2.45 .0 W S P G N- EDIT LISTING - Version 7.0 Date: 9- 7-1999 Time:10:36:35 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 1.50 ❑ WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 - TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - HYDRAULIC CALCULATION FOR LINE D-2 HEADING LINE NO 3 IS - EIH ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' * " U/S DATA STATION INVERT SECT W S ELEV 1000.00 1204.99 1 1208.40 ELEMENT NO 2 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.401205.60 1 .014 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * ' U/S DATA STATION INVERT SECT W S ELEV 1019.40 1205.60 1 1205.60 ** WARNING NO. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N- CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:ll-17-1999 Time:10:50:12 JN 13194 - TEMEKU HILLS PHASE III HYDRAULIC CALCULATION FOR LINE D-2 REVISED 11/17/99 EIH •**x***.*<*++*******r*****t********+**x**+**:�.+<**+**.***********:*****��*�+r�+�:*:+.�+******t******��*rt*+*****.*+*«.*****«�**** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station I Elev I(FT) I Elev �(CFS) I(FPS) Head � Grd.El.� Elev I Depth I Width IDia.-FT�or I.D.� ZL �Prs/Pip _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ L/Elem �Ch Slope� � � � SF Ave� HF ISE Dpth�Froude N�Norm Dp ���N" � � ZR �Type Ch �*******tl.**++***I+****+��Ir***a****I*.**.****I***«***I*******tI*********I*******I********Ix**x****I**t****I***�***I**.«*I**a*t** � I � � I � � � � � � � � lT4"4=0_04J �'0:0"�8:1� 5.690 1206.500 C2"Sl �.] .030 1206.530 .00 .592 .00 1.50 .00 .00 1 .0 _I' "I_ 'I_ _I_ _I_ _I_ _I_ "I' _I_ _I_ _I_ _I' _I_ I_ 43.06 ��3_� .000631 .03 5.69 .000 .495 .014 .00 PIPE �L043_=06� 5.227 I �206.S� I 2.5 I 1.39 .030 I 1206.557 I .00 I .592 I .00 I 1.50 I .00 I .00 I 1 .0 'I' _I_ _I" _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_