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<br />I <br />I <br /> TABLE III <br />I SWMM ROUTING NETWORK CONVEYANCE ELEMENT PARAMETERS FOR StMI <br />I [TI~ TODD CREEK <br /> o [A. <br /> LEGEND <br />I CD 101 CHANNEL ROUTING Side Slopes <br /> ELEMENT Element Width Len9th Slope H to V Mannings Oepth <br /> Number ~ (ft) (ft) (ft/ft) Lt Rt n (ft) <br />I ~ OIRECT ROUTING <br /> ELEMENT 1 Channe 1 20 3000 .022 8 8 .05 20 <br /> ~ OIRECT ROUTING 2 Channel 20 2500 .020 8 8 .05 20 <br />I @]~ ELEMENT @ MAJOR 3 D.R.* 1 1 .0lD 2 2 .01 20 <br /> CONFLUENCE <br /> 4 Channel 30 7500 .0lD lD 10 .05 20 <br />I CD (EXISTING SMITH [I]~ CUHP SUB-BASIN 5 D.R. 1 <br /> RESERVOIR) HYOROGRAPH 1 .010 2 2 .01 20 <br />TRIBUTARY 2 6 Channel 30 4700 .015 12 12 .05 20 <br />I 0 7 D.R. 1 1 .0lD 2 2 .01 20 <br /> 8 D.R. 1 1 .010 2 2 .01 20 <br />I 9 Channe 1 40 4800 .010 15 10 .05 20 <br />ff][A. ~~ 10 D.R. 1 1 .0lD 2 2 .01 20 <br /> @ 11 Channel 30 3600 .019 10 10 .05 20 <br />I 12 D.R. 1 1 .010 <br /> 2 2 .01 20 <br /> 13 Channel 30 8000 .014 10 10 .05 20 <br />I @ 14 D.R. 1 1 .010 2 2 .01 20 <br /> 15 Channe 1 30 4900 .012 12 12 .05 20 <br />I 16 D.R. 1 1 .0lD 2 2 .01 20 <br /> 17 D.R. 1 1 .0lD 2 2 .01 20 <br />I 18 Channel 30 4000 .007 6 6 .05 20 <br /> 19 D.R. 1 1 .0lD 2 2 .01 20 <br /> 20 Channel 50 6000 .006 6 6 .05 20 <br />I 21 D.R. 1 1 .010 2 2 .01 20 <br />I CONFLUENCE WITH * n.R. - Direct Routing <br /> SOUTH PLATTE RIVER FIGURE 2 <br />I <br />I <br /> 7 <br />I <br /> <br /> <br /> <br /> <br />