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• <br />Frequency <br />Flow <br />Inflow <br />TSS <br />Peak Flow <br />M <br />cfs <br />cfs <br />lbs <br />30.00 sec <br />------------------------------------------------------------- <br />DWDA Diversion Ditch outlet <br />74.29 <br />2.24 <br />52.69 5389.789 <br />in Steady State <br />DWDA Outlet 99.76 <br />0.36 <br />12.76 <br />1164.541 <br />Peak Flow <br />------------------------------------------------------------- <br />System 87.02 <br />2.60 <br />65.28 <br />6554.329 <br />Link Flow Summary <br />---------------------------------------------------------------------------------------------------------------- <br />---------------- <br />Link ID <br />Element <br />Time of <br />Maximum <br />Length <br />Peak Flow <br />Design <br />Ratio of <br />Ratio of <br />Total Reported <br />30.00 sec <br />Maximum <br />Time Step <br />30.00 sec <br />Percent <br />in Steady State <br />0.00 <br />Average <br />Iterations per Step <br />Type <br />Peak Flow <br />Velocity <br />Factor <br />during <br />Flow <br />Maximum <br />Maximum <br />Time condition <br />Occurrence <br />Attained <br />Analysis <br />Capacity <br />/Design <br />Flow <br />Surcharged <br />days hh:mm <br />ft /sec <br />cfs <br />cfs <br />Flow <br />Depth <br />minutes <br />---------------------------------------------------------------------------------------------------------------- <br />---------------- <br />DWDA D2 Ditch <br />CHANNEL <br />0 12:01 <br />7.98 <br />1.00 <br />17.92 <br />26.41 <br />0.68 <br />0.84 <br />0 Calculated <br />DWDA D3 Ditch <br />CHANNEL <br />0 11:58 <br />8.79 <br />1.00 <br />16.74 <br />20.85 <br />0.80 <br />0.92 <br />0 Calculated <br />DWDA Div D Culvert <br />CONDUIT <br />0 11:59 <br />18.93 <br />1.00 <br />52.69 <br />89.34 <br />0.59 <br />0.55 <br />0 Calculated <br />DWDA Div Ditch d/s <br />CHANNEL <br />0 11:59 <br />6.33 <br />1.00 <br />52.76 <br />85.89 <br />0.61 <br />0.B0 <br />0 Calculated <br />DWDA Div Ditch u/s <br />CHANNEL <br />0 11:59 <br />6.28 <br />1.00 <br />36.23 <br />74.37 <br />0.49 <br />0.74 <br />Calculated <br />HWY 12 DWDA D 3 <br />40 <br />CONDUIT <br />0 11:58 <br />9.77 <br />1.00 <br />16.73 <br />29.81 <br />0.56 <br />0.54 <br />Calculated <br />HYW 12 DWDA D 2 <br />CONDUIT <br />0 12:01 <br />10.63 <br />1.00 <br />17.96 <br />32.63 <br />0.55 <br />0.53 <br />0 Calculated <br />Highest Flow Instability Indexes <br />All links are stable. <br />Analysis began on: Wed Dec 29 10:38:58 2010 <br />Analysis ended on: Wed Dec 29 10:39:00 2010 <br />Total elapsed time: 00:00:02 <br />Autodesk Storm and Sanitary Analysis Page 6 of 6 <br />TR -53 Page E 39 -9 Revised 1/3/11 <br />Routing <br />Time Step Summary <br />Minimum <br />Time Step <br />30.00 sec <br />Average <br />Time Step <br />30.00 sec <br />Maximum <br />Time Step <br />30.00 sec <br />Percent <br />in Steady State <br />0.00 <br />Average <br />Iterations per Step <br />1.07 <br />Analysis began on: Wed Dec 29 10:38:58 2010 <br />Analysis ended on: Wed Dec 29 10:39:00 2010 <br />Total elapsed time: 00:00:02 <br />Autodesk Storm and Sanitary Analysis Page 6 of 6 <br />TR -53 Page E 39 -9 Revised 1/3/11 <br />