|
<br />I
<br /> Table 3 Table 3
<br />I Model Input Parameter. to UDSWM2/PC Model Input Parameter. to UOSWM2/PC
<br /> Existing Dralnageway Conditions Existing Dralnageway Conditions
<br /> Overbank! Overbank!
<br /> Width Invert Side Slopes Surcharge Width Invert Side Slopes Surcharge
<br />I Gutt.r Gutter Element orDlam Length Slope Harlz to Vert Manning's Deplh Gutter Gutter Element or Diam Length Slope Hafiz to Vert Manning's Depth
<br /> Number Connect. TYpe (It) (ft) (ItIn) L R tin" (It) Number Connect. Type (It) (It) (1tIf1) L R "n" (ft)
<br /> 1 2 CHANNEL 10 900 0,1110 3.0 3,0 0.112 50 146 146 PIPE 0,1 1 0,0150 0,0 0.0 0,098 0.1
<br />I 2 3 CHANNEL 10 2200 0,0730 3.0 3.0 0,096 50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> 3 4 CHANNEL 10 1000 0.0800 3.0 3.0 0.1199 50 0.0 0.0 0.8 329,0 1.7 930.0 2.7 1708.0 3.8 2630.0 5,1 3675.0
<br /> 4 5 CHANNEL 10 1900 0.0950 3.0 3.0 0,106 50 6A 4832,0 9,5 7439.0
<br /> 5 6 CHANNEL 10 4200 0,1000 3.0 3,0 0.108 50 146 48 CHANNEL 10 900 0,0160 10.0 10,0 0,099 50
<br />I 6 106 CHANNEL 10 2800 0.0640 3.0 3.0 0.091 50 47 46 CHANNEL 10 3100 0,0290 20.0 20,0 0,125 50
<br /> 106 13 CHANNEL 10 1 0,0500 10.0 10.0 0.083 50 46 49 CHANNEL 10 800 0.0190 10.0 10,0 0,106 50
<br /> 7 112 CHANNEL 10 2800 0,0620 3.0 3.0 0.090 50 49 50 CHANNEL 10 1500 0.0170 10,0 10.0 0,101 50
<br /> 8 9 CHANNEL 10 3000 0,1200 3.0 3.0 0,116 50 50 150 CHANNEL 10 1 0.0160 10.0 10,0 0,100 50
<br /> 9 12 CHANNEL 10 2800 0,0640 3.0 3.0 0,091 50 150 51 CHANNEL 10 2800 0.Q160 10.0 10,0 0,100 50
<br />I 10 11 CHANNEL 10 1200 0.0420 3.0 3.0 0,077 50 51 0 CHANNEL 10 1 0,0500 10,0 10,0 0.154 50
<br /> 11 12 CHANNEL 10 1500 0.0330 3,0 3.0 0,071 50
<br /> 12 112 CHANNEL 10 1900 0.0420 3,0 3,0 0.078 50
<br /> 112 13 CHANNEL 10 1 0,0500 10.0 10,0 0,083 50
<br />I 13 113 CHANNEL 10 1 0,0410 5.0 5,0 0.077 50
<br /> 113 15 CHANNEL 10 1700 0,0410 5.0 5.0 0.165 50
<br /> 14 15 CHANNEL 10 2400 0,0170 10.0 10.0 0,117 50
<br /> 15 17 CHANNEL 10 1400 0.0360 5.0 5.0 0,156 50
<br />I 16 17 CHANNEL 10 3800 0.0390 10,0 10.0 0,163 50
<br /> 17 19 CHANNEL 20 1000 0,0400 0,1 0.1 0.163 50
<br /> 18 19 CHANNEL 10 3200 0,0440 10.0 10.0 0,169 50
<br /> 19 20 CHANNEL 20 1200 0,0250 0.1 0,1 0,137 50
<br />I 20 120 CHANNEL 10 1 0,0290 10.0 10.0 0.144 50
<br /> 120 31 CHANNEL 10 2800 0,0290 10.0 10.0 0.125 50
<br /> 21 23 CHANNEL 10 3200 0.0500 5.0 5.0 0,154 50
<br /> 22 23 CHANNEL 10 1700 0.0470 5,0 5.0 0,151 50
<br />I 23 24 CHANNEL 10 2100 0,0380 10.0 10.0 0.139 50
<br /> 24 28 CHANNEL 10 2200 0.0360 20.0 20,0 0.137 50
<br /> 25 28 CHANNEL 10 2700 0.0300 20.0 20,0 0,126 50
<br /> 26 27 CHANNEL 10 2900 0.0480 20.0 20.0 0,152 50
<br /> 27 28 CHANNEL 10 3400 0,0350 10.0 10.0 0.135 50
<br />I 28 42 CHANNEL 10 2500 0.0240 10.0 10.0 0,117 50
<br /> 29 30 CHANNEL 10 1500 0.0330 20.0 20,0 0.132 50
<br /> 30 32 CHANNEL 10 1300 0.0230 20.0 20.0 0,115 50
<br /> 31 32 CHANNEL 10 2100 0.0190 10.0 10.0 0,107 50
<br />I 32 40 CHANNEL 10 3600 0.0170 10,0 10.0 0,101 50
<br /> 33 36 CHANNEL 10 4000 0.0250 20.0 20.0 0.118 50
<br /> 34 35 CHANNEL 10 1300 0.Q150 10.0 10.0 0.098 50
<br /> 35 36 CHANNEL 10 2400 0.0130 20.0 20.0 0.091 50
<br />I 36 40 CHANNEL 10 1400 0,0210 10.0 10,0 0,112 50
<br /> 37 38 CHANNEL 10 2900 0,0590 3.0 3.0 0,164 50
<br /> 38 39 CHANNEL 20 2000 0,0350 4.0 4.0 0,135 50
<br /> 39 139 CHANNEL 10 1400 0,0210 10,0 10.0 0.112 50
<br />I 139 40 CHANNEL 10 1 0,0500 10.0 10.0 0,154 50
<br /> 40 42 CHANNEL 10 1400 0.0210 20.0 20,0 0,112 50
<br /> 41 42 CHANNEL 10 3600 0,0580 10.0 10.0 0,163 50
<br /> 141 42 CHANNEL 10 4600 0.0300 20.0 20.0 0.128 50
<br />I 42 142 CHANNEL 10 1 0.0190 10,0 10,0 0.106 50
<br /> 142 45 CHANNEL 10 1800 0,0190 10.0 10.0 0.106 50
<br /> 43 45 CHANNEL 10 4000 0.0600 10.0 10.0 0,165 50
<br /> 44 45 CHANNEL 10 3500 0.0800 10.0 10,0 0.184 50
<br /> 45 144 CHANNEL 20 1 0.0150 2.0 2.0 0,098 50
<br />I 144 46 CHANNEL 20 2800 0,0150 2,0 2.0 0,098 50
<br /> 46 145 CHANNEL 10 10 0.Q160 10.0 10,0 0.099 50
<br /> 145 146 PIPE 0,1 1 0,0150 0.0 0.0 0.098 0.1
<br /> RESERVOIR STORAGE IN ACRE.FEET VS SPILLWAY OUTFLOW
<br />I 0,0 0.0 1.8 329.0 3,6 930,0 5.8 1708,0 7.9 2630.0 10A 3675,0
<br />12,9 4832,0 18,7 7436,0
<br />I
<br />I 8
<br />
|