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Table . -3. Diversion ditch sizino. <br /> Peak Flew b D Slope V <br /> Diversion of 1 ft ft ftlft f <br /> Far East Buzzard No. 1 9.7 9 0.44 0.02 1. <br /> East Pyeatt No. 3 51.0 17.0 0.450.05 6.3 <br /> South No. 3 9.1 1.1 0.05 9.97 1.7 <br /> South No.4 8.2 1.9 0.66 9,04 5.3 <br /> No Name No. I* N/A 0 0.259.93 N/A <br /> No Name No. 2* N/A 9 0.25 9.92 N/A <br /> West Pyeatt No. 1 72.0 1 0.43 0.156 13.94 <br /> West Flume No.2 14.9 0 1.17 0.04 3. <br /> Horse 1.0 9 0.47 0.096 2.2 <br /> East Biddle Flume A93R3** -- -- -- -- .08 <br /> East Flume*** -- -- _- -- -- <br /> Deal Diversion 5.15 9 0.59 0.021 3.74 <br /> Deacon/Jeffwa r Diversion Sections:***** <br /> South 0.05 9 0.06 0.989 1.7 <br /> Central 2. 2 0 0.34 9.93 5.34 <br /> North 2.42 0 0.30 0.117 5.63 <br /> Deal#2 Pend Diversion 9.41 12 1.24 9.97 5.86 <br /> Grouse Diversion to E. Pyeatt 33.36 15 0.499.923 4.22 <br /> *Diversion carrying runoff from undisturbed areas. <br /> "Diversion constructed using typical ditch design,(APP Q XVII). <br /> ***Diver ion not constructed at this time. <br /> ****Deal Diversion model within Deal Pond model,(APP Q XX VI . <br /> *****Deacon/Jeffway Diversion structure will discharge and be captured in East Ashmore Pit,diversion design in APP Q XVI 11). <br /> (1) Peak flow for 10-year,24-hour precipitation event 1.4"of rain) <br /> 2 Diversion bottom width <br /> { Flow depth D Can )0.375 (Manning's n=0.03) <br /> Ks1/2 <br /> 4) Flow velocity v=Q/A <br /> {b} Manning's n=0.06 <br /> 4-8-31 07119 <br /> 4-177 ReVision: <br /> Approved: <br />