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<br />m 0 i ...........11.<' H" """V. ,..,lIfV ". ,.. ,V'fl) lvU,VV "
<br />105 CHANNEL 10.0 1500. .0070 3.0 3,0 ,035 100.00 0
<br />198 120 0 I CHANNEL 40.0 2650, .0070 10,0 10.0 .035 100.00 0
<br />203 121 0 I CHANNEL 1.5 2600, ,0070 2,0 2,0 ,040 100,00 0
<br />202 108 0 I CHANNEL 4.0 2650, .0070 2,0 2,0 ,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 3.0 300.0
<br />106 206 0 I CHANNEL 3,0 2650, ,0070 2.0 2.0 .040 100,00 0
<br />206 Il2 0 1 CHANNEL 3,0 2650, ,0070 2.0 2.0 ,040 100,00 0
<br />107 IlO 4 2 PIPE .1 100, .0100 ,0 .0 .023 ,10 0
<br /> RESHRVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 .6 .0 9.7 .0 20.7 176,0
<br />108 IlO 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.(1
<br />109 IlO 3 2 PIPE 3.0 100. .0100 .0 .0 .023 9.00
<br /> HESEHVOIR STORAGE IN ACHE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 1.1 ,0 3.3 7.0
<br />IlO III 0 I CHANNEL 2,0 3600. .0040 2,0 2.0 .040 100.00
<br />III Il3 0 I CHANNEL 3.0 2600. .0070 2,0 2,0 ,040 100.00
<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 Il6 4 2 PIPE .1 100, .0100 .0 .0 ,02] ,10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 1.7 10,1 10.5 10.6 30.9 846.0
<br />Il4 Il7 4 2 PIPE .1 100, .0100 .0 .0 ,023 .10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 10,1 14,0 30.6 15.0 39.1 800.0
<br />215 Il7 3 2 PIPE ,1 100, .1000 ,0 ,0 .023 ,11
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 .0 .7 7,0 17.5 86.0
<br />Il6 149 0 5 PIPE 1,5 2200, .0090 ,0 ,0 .012 1. 50
<br /> OVERFLOW 10.0 2200, ,0090 100.0 100,0 .040 100,00
<br />117 Il9 0 I CUANNEL 100,0 3000. .0040 20.0 20,0 ,040 100.00
<br />218 215 4 2 PIPE 1.0 4000. ,0050 ,0 ,0 ,012 1.00
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 2,1 ,0 13.9 ,0 43,9 15,0
<br />Il9 149 6 2 PIPE .1 100. .0100 .0 .0 .013 ,10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 ,0 I.3 ,0 15,3 12.0 72.1 19,0 190,4 24.0 363. 0 28,0
<br />120 105 3 2 PIPE ,1 100. .0100 .0 ,0 ,023 ,10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 .0 4,0 .0 4.2 100,0
<br />121 IlO 3 2 PIPE .1 100. ,0030 ,0 ,0 .023 ,10
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> ,0 ,0 4.4 3.0 6,3 290,0
<br />122 Il3 0 4 CHANNEL 2.0 2500, .0030 2,0 2,0 ,040 2.00
<br /> OVERFLOW 10.0 2800, .0027 300.0 2,0 ,040 100,00
<br />124 122 0 I CHANNEL 10.0 2600, ,0010 4,0 4.0 .040 100.00 0
<br />125 122 0 4 CRANNEL 2.0 3500. ,0050 2.0 2,0 .040 2.00 0
<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 1 CHANNEL 20.0 2800. .0030 4.0 4,0 .030 100.00 188
<br /> OIVERSION TO GUTTRR NUMBER 188 - TOTAL ~ VS OIVERTEO Q IN CFS
<br /> 520,0 ,0 521.0 1.0 3 00.0 2480,0
<br />168 187 0 I CHANNEL 50.0 3700. ,0050 1l3,O 133,0 ,040 10.00
<br />OTOTAL NUMBER OF GUTTERS/PIPES, 85
<br />
<br />COOPER SLOUGE LMMP 4/93 LOVE & ASSOC. (TAKEN FROM IMPLEMENTATION PLANI
<br />10 YR RUNOFF EVENT FOR EXISTING CONOITlONS 1 HOUR STORM EXTENDED TRIBUTARY
<br />
<br />ttt PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSI0N DAMS 'tt
<br />
<br />CONVEYANCE PEAK
<br />ELEMENT ICFSI
<br />199 33,
<br />140 100.
<br />336 54,
<br />3I 28,
<br />I39 173.
<br />198 8,
<br />137 209.
<br />214 13.
<br />120 7.
<br />197 19.
<br />136 208,
<br />21 IE.
<br />
<br />STAGE
<br />(FTI
<br />,4
<br />2.5
<br />1.7
<br />,I
<br />3.5
<br />,2
<br />3,9
<br />,7
<br />.1
<br />.7
<br />3,9
<br />.3
<br />
<br />STORAGE TIME
<br />IAC-FTI IRR/MINI
<br />o 55,
<br />2 O.
<br />o 55,
<br />1 35,
<br />I 15,
<br />I 25.
<br />I 30,
<br />I 5,
<br />4,0 5 10,
<br />1 5,
<br />I 35,
<br />1 40.
<br />
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