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<br /> 7:0 ""'V'V .., .....".,,- '" V.lV,V ,,, UJV'IJ ,,' v.;v.v 0., UJV,l1
<br /> 650,0 8.0 650,0
<br />315 101 0 3 5,0 I. .0010 1.0 1,0 ,040 100.00 [
<br />101 102 0 I CHANNEL 2.0 1001), .0050 2.0 2.0 .040 100.00 I)
<br />102 202 0 1 CHANNEL 4.0 21). .0010 2.0 2,0 ,040 100.00 C
<br />103 203 0 I CHANNEL 1.5 2601), .0010 2.0 2,0 ,040 10 0.0 0 0
<br />197 105 0 1 CHANNEL Iil,O 1501). ,0010 3,0 3.0 .035 100,00 0
<br />198 120 0 1 CHANNEL 40.0 2651), .0010 10.0 10,0 ,035 100.00 0
<br />203 121 0 I CHANNEL 1.5 2600. .0010 2.0 z,o ,040 100.00 0
<br />202 108 0 I CHANNEL 4.0 2650. ,0070 2.0 J,O .040 100.00 0
<br />104 103 3 2 PIPE .1 100. ,0100 .0 .0 ,023 .10 0
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 2.0 12.0 2.1 124.0
<br />105 106 3 2 PIPE .1 100. .0100 ,0 ,0 ,023 .10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 2.0 13.0 3.0 300,11
<br />106 206 0 I CHANNEL 3.0 2650. .0070 2.0 2.0 .040 10 0.0 0
<br />206 II2 0 I CHANNEL 3.0 2650. ,0070 2,0 2.0 ,040 100.00
<br />107 IIO 4 2 PIPE .1 100. .0100 .0 .0 .023 .10
<br /> HESERVOIR STORAGE IN ACEE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 ,6 ,0 9,7 ,0 20.7 176.0
<br />108 IIO 3 2 PIPE .1 100, .0100 .0 .0 .023 .10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 ,I 4,0 13.9 131.0
<br />109 IIO 3 2 PIPE 3.0 100. .0100 .0 ,0 ,023 9.00
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 1.1 .0 3.3 7,0
<br />110 III 0 1 CHANNEL 2.0 36IlOo ,0040 2,0 2.0 .040 100.00 0
<br />111 113 0 I CHANNEL 3,0 2600, .0070 2,0 2.0 ,040 100.00 0
<br />Il2 125 5 2 PIPE .1 100, ,0100 .0 .0 .023 .10 <]
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 ,0 .3 3,0 12.2 15.0 30.4 22.0 42.5 230.0
<br />113 I16 4 2 PIPE .1 100. .0100 .0 .0 .023 .10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 ,0 1.7 10.1 10.5 10,6 30,9 046.0
<br />II4 117 4 2 PIPE .1 100. ,0100 .0 ,0 ,023 .10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 .1) 10.1 14.0 31),6 15,1) 39.1 800.0
<br />215 II7 3 2 PIPE ,1 100, .1000 .0 .0 ,023 ,11
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 .7 1.0 17.5 86.0
<br />II6 149 0 5 PIPE [,5 2200. ,0090 .0 ,0 ,012 I. 50
<br /> OVERFLOW 11).0 2200, ,0090 100.0 100.0 ,040 100.00
<br />117 II9 0 I CHANNEL 101).0 3000, .0040 20,0 20.0 ,040 100.00
<br />218 215 4 2 PIPE [,0 4000. ,0050 .0 .0 .012 I.OO
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 2,1 ,0 13.9 .0 43.9 15.0
<br />119 149 6 2 PIPE ,I 100, ,0100 .0 ,0 .013 ,10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 190,4
<br /> .0 ,0 1.3 .0 15.3 12,0 12,1 19,0 24.0 363,0 20.0
<br />120 105 3 2 PIPE .1 100. .0100 .0 ,I) .023 ,10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 4.0 ,0 4.2 100.0
<br />121 I1Il 3 2 PIPE .1 100. ,0030 .0 .0 ,023 ,[0
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 4.4 3,0 6.3 290.0
<br />122 113 0 4 CHANNEL 2.0 2500, ,0030 2.0 2.0 ,040 2,00
<br /> OVERFLOW 10.0 281)0. ,0027 301),0 2.0 .040 100.00
<br />124 I22 0 I CHANNEL 10.0 2601). ,0011) 4.0 4.0 .040 100.00
<br />125 I22 0 4 CHANNEL 2,0 3501). ,0050 2,1) 2.1) .041) 2.00
<br /> OVERFLOW 10,0 3500. ,0050 300,0 4.0 ,040 100,00
<br />188 0 0 3 1.0 I. ,0100 I.O 1,0 .040 100,00 0
<br />187 305 3 I CHANNEL 20.0 2800. ,0030 4.0 4.0 .030 100,00 188
<br /> DIVERSION TO GUTTER NUMBER 188 - TOTAL ~ VS DIVERTED Q IN CFS
<br /> 520.0 ,0 52I.O 1.0 3 00.0 2480.0
<br />168 181 0 1 CHANNEL 50.0 mo. ,0050 133,0 133,0 .040 10.00
<br />OTOTAL NUM8ER OF GUTTERS/P1PES, 85
<br />
<br />COOPER SLOUGH LMMP 4/93 LOVE & ASSOC. (TAKEN FROM IMPLEMENTATION PLANI
<br />50 YR RUNOFF EVENT FOR mSTING CONDITIONS 1 HOUR STORM EXTENDEU TRIHUTARY
<br />
<br />III PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS '"
<br />CONVEYANCE PEAK STAGE STORAGE TIME
<br />ELEMENT (CFS) (FTI (ANTI (HR/MIN)
<br />199 93. ,6 0 55,
<br />140 100, 2,5 2 0,
<br />336 149. 3.0 0 55.
<br />31 92, ,I I 20,
<br />I39 306, 4,9 1 10,
<br />198 25. ,3 1 25.
<br />I31 426. 5.9 1 2n.
<br />
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