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<br /> -600: .\lVIV ."..1 . l..Io II .I1V. ,J..JV ..v", ,,, ,UUI1J 1
<br /> 107 109 8,3 ,0 .0100 ,013 ,120 ,062 ,250 4,00 ,40 ,O0ll5 1
<br /> 108 I1I 2600, 134.4 5,0 ,0040 ,OIl ,120 ,062 ,250 4,00 ,40 ,00115 I
<br /> 109 113 2600, 104.0 1.0 ,0130 ,OIl .120 ,062 ,250 2,00 ,47 ,00115 1
<br /> IlO 114 2600, 194,7 2,0 ,0060 ,OIl .120 ,062 ,250 4.00 ,40 ,O0ll5 1
<br /> 111 215 1700, 85,0 1.0 ,0080 ,OIl ,120 .062 ,250 2,40 ,56 ,OOIl5 1
<br /> II2 117 8000, 185,5 ,0 ,0110 ,OIl ,120 ,062 ,250 2,00 ,60 ,00115 1
<br /> 113 116 2400, 136,8 1.0 ,0040 ,013 .120 ,062 .250 2,00 ,20 .00115 1
<br /> 114 101 1400, 76,9 1.0 ,0110 .0Il ,120 ,062 ,250 2,00 ,55 .00115 1
<br /> Il5 3I5 2600, 55.0 !.O ,0070 ,OIl .120 ,062 .250 2.00 ,47 ,00115 I
<br /> 215 107 2600, 53,0 1.0 ,0070 ,013 ,120 ,062 ,250 2.00 ,47 ,OOIl5 I
<br /> 116 124 2600, 194,0 1.0 ,0130 ,OIl .120 ,062 ,250 2.00 ,47 .00115 I
<br /> Il7 218 5000, 220,0 2.0 ,0200 ,OIl .120 .062 ,250 4.00 ,40 ,00115 1
<br /> 22 149 1370, 14,2 2.0 .0100 ,013 .120 .062 ,250 1.35 ,50 .00115 1
<br /> 23 151 2550, 58,S 2,0 ,0100 ,013 ,120 ,062 .250 2,00 ,50 ,00115 [
<br /> 27 157 4430, 111.8 65,0 ,0330 ,OIl .120 ,062 .250 2.00 ,50 .00Il5 I
<br /> 28 158 3850, 203.5 40,0 ,0260 ,OIl ,120 ,062 ,250 2.00 ,50 ,OOIl5 I
<br /> 29 159 3530, 194,4 40.0 ,0230 .0Il ,120 .062 ,250 2,00 .50 ,00115 I
<br />OTOTAL NOMBER OF SOBCATCHMENTS, 58
<br />OTOTAL TRIBOTARY AREA IACRESI, 7731.80
<br />I
<br /> COOPER SLOOGH LMMP 4/93 LOVE & ASSOC. (TAKEN FROM IMPLEMENTATION PLAlII
<br /> 10 YR RONOFF EVENT FOR EXISTING CONOITIONS I HOOR STORM EXTENDED TRIBOTARY
<br /> III CONTINOITY CHECK FOR SOBCATCHMEMT ROOTING IN ODSWM2-PC MODEL III
<br /> WATERSHED AREA IACRESI 7731.800
<br /> TOTAL RAINFALL (INCHRSI 1.540
<br /> TOTAL INFILTRATION IINCHESI ,973
<br /> TOTAL WATERSHRO OOTFLOW 11NCHRS) ,410
<br /> TOTAL SURFACR STORAGE AT ENO OF STROM IINCHRSI .157
<br /> RRROR IN CONTINOITY, PRRCRNTAGE OF RAINFALL .000
<br />1
<br /> COOPRR SLOUGH LMMP 4/93 LOVR & ASSOC, ITAKEN FROM IMPLRMRNTATIOH PLANI
<br /> 10 YR RUNOFF RVENT FOR RXISTING CONDITIONS I HOUR STORM EXTENDEO TRIBUTARY
<br /> WIDTH INVERT SIDE SLOPRS OVRRBANKI SURCHARG;,
<br /> GUTTER GUTTER NDP NP OR DIAM LRNGTH SLOPE HOm TO VRRT MANHING DEPTH JK
<br /> NUHBER CONNECTION 1FT) 1FT) IFTIFTI L R N IFTI
<br /> I 0 0 I CHANNEL 100.0 500. ,0060 333,0 83,0 ,040 3.40
<br /> 42 I 0 I CHANNRL 200,0 5200. ,0038 333,0 83.0 .040 3,40
<br /> 3 42 0 5 PIPR 3,0 120, ,0050 ,0 .0 .013 4,00
<br /> OVRRFLOW 17,0 0, ,0050 40,0 .1 .040 9,50
<br /> 4 3 0 4 CHANNEL 4,0 500. ,0040 .5 .5 .035 4.00 0
<br /> OVERFLOW 6,0 0, .0040 40,0 90.0 .040 9.00
<br /> 99 4 20 3 ,0 o. ,0010 ,0 ,0 ,001 10,00 -)
<br /> TIME IN HRS VS INFLOW IN CFS
<br /> ,I ,0 1.0 ,3 2.8 2,9 3,5 3.5 3,8 5,1 4,5 16.0
<br /> 5.0 20,1 5,5 21.7 6,0 22,8 7,0 25.4 8,0 28,0 8.7 28.9
<br /> 9,0 29.0 9,3 28,9 10.0 28.1 11.0 25.9 12.0 23,3 13,0 20.8
<br /> 14,0 18,7 15,0 17,0
<br /> 98 4 20 I CHANNEL 10,0 3200, .0055 20,0 20.0 ,040 3,00 .[
<br /> TIME IN HRS VS INFLOW IN CFS
<br /> .1 ,0 !.O ,6 2.8 6,4 3,5 7.9 3.8 11.4 4,5 35,9
<br /> 5,0 45.1 5,5 48,6 6.0 51.1 7,0 56.9 8.0 62,7 8.7 64,7
<br /> 9.0 65,0 9,3 64,9 10,0 62,9 11.0 58,0 12,0 52,2 13,0 46,7
<br /> 14,0 41.9 15,0 38,0
<br /> 4 7 2 PIPE 6.0 250. ,0045 ,0 ,0 ,013 6,00
<br /> RRSRRVOIR STORAGE IN ACRR-FEET VS SPILLWAY OOTFLOW
<br /> .0 ,0 4,0 140,0 35,0 315,0 42,0 640.0 46,0 1100.0 50,0 1900,0
<br /> 61,0 2700,0
<br /> 305 2 8 I CHANNRL 20,0 1900, .0033 10.0 40,0 ,040 6,00 -[
<br /> TIME IN HRS VS INFLOW IN CFS
<br /> [,0 158,0 2,0 158.0 3,0 158,0 4,0 158,0 5.0 158,0 6.0 158,0
<br /> 7,0 158,0 8,0 158.0
<br /> 196 6 0 3 1,0 1, ,1000 1.0 J,O ,100 1.00 0
<br /> 2 0 3 3 4,0 L .0010 2.0 2,0 .010 9.00 196
<br /> DIVERSION TO GOTTER NOMBER 196 - TOTAL ~ VS DIVRRTED Q IN CFS
<br /> ,0 ,0 546,0 ,0 I 26.0 900,0
<br /> 7 6 0 I CHANNHL 4,0 3700. ,0036 10.0 60.0 ,035 12.00 0
<br /> 8 7 6 2 PIPH ,I 30" ,0059 .0 .0 ,013 .10 0
<br /> RESHRVOIR STORAGE IN ACRE-FEET VS SPILLWAY OOTFLOW
<br /> ,0 ,0 36,0 180,0 49,0 566,0 64.0 1500.0 67.1 HOO.O OJ.O JhOon
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