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<br /> -----------~-~~ .. n .............. Jit-~-. ,," -".._.._'~--,.-
<br /> .... .... .....,........
<br />7 6 0 I CHANHEL 4.0 3700. .0036 10.0 60.0 .035 12.00
<br />8 7 6 2 PIPE ,I 30. ,0059 .0 .0 .013 .10
<br /> RESERVOIR STORAGE IH ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 .0 36,0 180,0 49.0 566,0 64,0 1500.0 67.3 1900.0 82.0 2600.11
<br />12 8 0 4 CHANNEL 4.0 3000. ,0041 7,5 1.5 ,035 4,00
<br /> OVERFLOW 140.0 2600, ,0047 250.0250.0 ,040 7.00
<br />13 12 0 5 PIPE 2.5 40, ,0022 .0 .0 ,035 5.40
<br /> OVERFLOW 600.0 40, ,0022 300.0 433.0 ,035 6.90
<br />214 14 0 1 CHANNEL 5.0 2080. .0051 3,5 B.O .035 10.00 0
<br />97 13 20 3 ,0 0, ,0010 ,0 ,0 ,001 10.00 -1
<br /> TIME IH HRS VS INFLOW IN CFS
<br /> ,I .0 2.3 111,0 2,4 126.4 2.6 177.2 2.8 269.8 3.3 613.(1
<br /> 3,5 756,0 4.1 984.0 4.8 1112.9 5.0 llJ9.3 5.3 1158.1 5,6 1175,f,
<br /> 6,0 1186.7 6.2 1188,0 6.3 1186.7 7.0 1162.0 8.0 1070,2 10.0 83U
<br /> 12,0 654.0 15,0 510,1
<br />14 13 6 2 PIPE .1 1, ,0010 .0 .0 ,010 .10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 .0 24,0 140,0 29.0 566.0 30.7 100J.O 34.0 1150,0 35.0 2100.0
<br />209 7 0 1 CRANNEL 5.0 4200. .0067 265.0265.0 .040 3.00 0
<br />I7 134 0 I CHANNEL 50.0 3700. ,0050 133.0 133,0 ,040 3.00 0
<br />21 135 0 1 CHANNEL 5.0 3000. .0053 190,0 190,0 .040 2.60 II
<br />139 IJ7 0 I CHANNEL 12.0 3950. ,0010 ,8 ,8 ,026 12.00 0
<br />336 139 0 I CHANNEL 4,0 500, ,0138 1.0 1.0 ,035 15.00 0
<br />199 JI 0 I CHANNEL 20.0 50, .0233 40.0 40.0 .035 13.00 0
<br />31 137 0 1 CHANHEL 1000,0 1500. ,0083 75,0 75.0 .040 I2 .00 0
<br />140 139 8 I CHAHHEL 12.0 1850. .0010 .8 .8 ,026 12.00 -I
<br /> TIME IN HRS VS INFLOW IN CFS
<br /> 1.0 100,0 2.0 100.0 3.0 100.0 4.0 1011.0 5.0 100.0 6.0 IOU
<br /> 7,0 100.0 8,0 100.0
<br />138 121 4 I CHANNEL ),0 100. .0010 1.0 1.0 .010 ,01
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 ,0 82,6 .0 96.4 46.0 120.0 260.0
<br />195 218 0 3 ),0 I. .1000 1.0 1.0 ,100 1.00 0
<br />I35 134 3 I CHANNEL 12.0 2800. ,0010 .7 .7 .026 15.00 195
<br /> DIVERSIOH TO GUTTER NUMBER 195 - TOTAL ~ VS DIVERTED Q IH CFS
<br /> 914.0 .0 915.0 1.0 214.0 2000.0
<br />194 215 o 3 1. 0 I. ,1000 1.0 1,0 .100 1.00 0
<br />134 I32 3 1 CHANNEL 12 .0 1300. .0010 .7 .7 .026 15.00 194
<br /> DIVERSION TO GUTTER NUMBER 194 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 735,0 .0 736,0 1.0 2 35.0 2000,0
<br />136 I35 0 I CHANNEL I2 .0 1650. ,0010 .8 .0 .026 12.00 II
<br />193 138 0 3 ),0 I. ,1000 1.0 1.0 .100 1.00 II
<br />IJ7 136 3 1 CHANNEL 12.11 2050. ,0010 .8 ,8 .026 19.00 19]
<br /> DIVERSION TO GUTTER NUMBER 193 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 960.0 ,0 961.0 1.0 260.0 2000.0
<br />192 I33 0 3 1,0 1. .1000 1.0 1.0 .100 1.00 .J
<br />132 131 3 I CHANNEL 12.11 1180. ,0010 .7 .7 .026 15.00 112
<br /> DIVERSION TO GUTTER NUMBER 192 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 816.0 .0 817.0 1. 0 2 17.0 2000.0
<br />I33 131 3 I CHANNEL 1,0 1. .0010 1.0 1.0 .010 .01
<br /> RESERVOIR STORAG8 IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 62,7 ,0 75,8 450.0
<br />141 0 0 3 1.0 1. ,0050 1.0 1.0 .040 15.00 0
<br />191 153 0 3 1.0 1. ,1000 1.0 1,0 .100 1.00 0
<br />131 154 3 1 CHANNEL 15.0 2800. ,0010 .8 ,8 .026 19.00 191
<br /> DIVERSION TO GUTTER NUMBER 191 - TOTAL 1 vs DIV8RTED Q IN CFS
<br /> 1151,0 ,0 1158,0 1.0 3 57,0 2000,0
<br />149 3 I CBANNEL 40.0 3850. ,0004 1.0 1.0 .026 12.00 214
<br /> DIVERSiON TO GUTTER NUMBER 214 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 1050,0 ,0 1051.0 1.0 450.0 3000.0
<br />150 149 3 I. CBANNEL 33.0 3250, ,0005 1.0 1.0 .026 13.50 209
<br /> DIVERSiON TO GUTTER NUMEER 209 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 960,0 ,0 961.0 1.0 3 60.0 3000.0
<br />i51 150 4 I CBANNEL 1,0 1. ,0010 1.0 1.0 .026 .01
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 1100.0 18,4 llJO,O 24,8 2690.0 .0 .0
<br />152 151 3 I CHANNEL 1.0 1. .0010 I.O 1.0 ,010 .01 0
<br /> RESERVOIR STORAGE IN ACRE-PEET VS SPILLWAY OUTFLOW
<br /> ,0 1I00,O 44.8 1I00,O 52.3 1880.0
<br />153 154 3 3 .1 I. .0010 1.0 1.0 .010 .01
<br /> RESERVOIR STORAGE IN ACRE-PEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 8,3 51.0 13.8 970.0
<br />190 168 0 3 1,0 1. ,1000 I.O I.O .100 1.00 0
<br />154 152 3 1 CHANNEL 28.0 3750. ,0006 1.0 1.0 ,026 15,00 190
<br /> DIVERSION TO GUTTER NUMBER 190 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 1I00,O ,0 1I0l.0 l.0 4 00,0 3000.0
<br />156 154 3 1 CHANNEL 1.0 1. ,0010 1.0 1.0 .010 ,01
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 14.7 17,0 23,0 537,0
<br />189 156 0 3 1.0 1. .1000 I.O 1.0 ,100 1.00 0
<br />155 154 3 I CHANNEL 35,0 4400, ,0006 1.0 1.0 ,026 10.00 189
<br /> DIVERSION TO GUTTER NUHBER 189 - TOTAL 1 vs DIVERTED Q IN CFS
<br /> 1I00.0 ,0 1I0l.0 1.0 3 00.0 2000.0
<br />157 155 o I CHANNEL 40,0 5200. .0006 1.0 1.0 .026 10.00 0
<br />158 157 o I CHANNEL 40,0 2600. ,0004 1.0 ),0 .026 10,00 0
<br />159 158 8 1 CHANNEL 40,0 6500, ,0004 1.0 J,O .026 10.00 -I
<br /> TIME IN HRS VS INFLOW IN CFS
<br />
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