Laserfiche WebLink
• -UWDA ------------------------- 4--.09 -- ----- -190--.00 ------- 100- --.-00 ------ 3-.5000 - --- ---- - 100 - ------ <br />Year 29 Hour <br />DWDA Diversion 1 5.34 1671.45 5.00 10.0000 100 Year 24 Hour <br />DWDA Diversion 2 18.78 399.63 1.00 30.0000 100 Year 24 Hour <br />DWDA Diversion 3 7.95 545.88 2.00 30.0000 100 Year 24 Hour <br />Node Summary <br />+ + + + + + + + + * +* <br />Node Element <br />Invert <br />Maximum Ponded <br />External <br />ID Type <br />Elevation <br />Elev. Area <br />Inflow <br />ft <br />ft ft <br />------------------------------------------------------------------------------ <br />DWDA Div 2 Pipe inletJUNCTION <br />7446.67 <br />7469.00 1.00 <br />DWDA Div 2 Pipe outletJUNCTION <br />7442.00 <br />7445.00 1.00 <br />DWDA Div 3 Pipe inletJUNCTION <br />7439.80 <br />7442.30 1.00 <br />DWDA Div 3 Pipe outletJUNCTION <br />7435.79 <br />7438.30 1.00 <br />DWDA Div Ditch inletJUNCTION <br />7423.00 <br />7425.50 1.00 <br />DWDA Div Ditch Jun JUNCTION <br />7424.00 <br />7426.00 1.00 <br />DWDA Div Ditch u/s JUNCTION <br />7437.00 <br />7439.00 1.00 <br />DWDA Diversion Ditch outletOUTFALL 7414.00 <br />7416.50 0.00 <br />DWDA Outlet OUTFALL <br />7418.00 <br />7418.00 0.00 <br />s <br />* + + + + + + + + + ++ <br />Link Summary <br />+ + + + + + + + + + +* <br />Link From Node <br />To Node <br />Element Length <br />Slope <br />Manning's <br />ID <br />-------------------------------------------------------------------------------------------- <br />Type ft <br />% <br />Roughness <br />DWDA D2 Ditch DWDA Div 2 Pipe <br />outletDWDA Div <br />Ditch u /sCHANNEL <br />71.0 <br />7.0383 0.0300 <br />DWDA D3 Ditch DWDA Div 3 Pipe <br />outletDWDA Div <br />Ditch JunCHANNEL <br />144.6 <br />8.1563 0.0300 <br />DWDA Div D CulvertDWDA Div Ditch inletDWDA Diversion <br />Ditch outletCONDUIT <br />55.7 16.1696 <br />0.0240 <br />DWDA Div Ditch d /sDWDA Div Ditch JunDWDA Div Ditch <br />inletCHANNEL <br />54.1 <br />1.8467 0.0300 <br />DWDA Div Ditch u /sDWDA Div Ditch u /sDWDA Div Ditch <br />JunCHANNEL <br />580.9 2.2378 <br />0.0300 <br />12 DWDA D 3 DWDA Div 3 Pipe <br />inletDWDA Div 3 <br />Pipe outletCONDUIT <br />67.8 <br />5.9188 <br />0.0240 <br />• HWY <br />HYW 12 DWDA D 2 DWDA Div 2 Pipe <br />inletDWDA Div 2 <br />Pipe outletCONDUIT <br />65.8 <br />7.0919 <br />0.0240 <br />Cross Section Summary <br />Link Shape <br />Depth/ <br />Width No. of <br />Cross <br />Full Flow <br />Design <br />ID <br />Diameter <br />Barrels <br />Sectional <br />Hydraulic <br />Flow <br />Area <br />Radius <br />Capacity <br />---------------------------------------------------------------------------------------------------------- <br />ft <br />ft <br />ft <br />ft <br />cfs <br />DWDA D2 Ditch TRAPEZOIDAL <br />1.00 <br />5.00 1 <br />3.00 <br />0.55 <br />26.41 <br />DWDA D3 Ditch TRIANGULAR <br />1.50 <br />3.00 1 <br />2.25 <br />0.53 <br />20.85 <br />DWDA Div D Culvert CIRCULAR <br />2.50 <br />2.50 1 <br />4.91 <br />0.63 <br />89.34 <br />DWDA Div Ditch d/s TRAPEZOIDAL <br />2.00 <br />10.00 1 <br />12.00 <br />1.10 <br />85.89 <br />DWDA Div Ditch u/s TRAPEZOIDAL <br />2.00 <br />9.00 1 <br />10.00 <br />1.01 <br />74.37 <br />HWY 12 DWDA D 3 CIRCULAR <br />2.00 <br />2.00 1 <br />3.14 <br />0.50 <br />29.81 <br />HYW 12 DWDA D 2 CIRCULAR <br />2.00 <br />2.00 1 <br />3.14 <br />0.50 <br />32.63 <br />* * * * * * * * * * * * * * * * * * * * * * * * ** <br />Volume <br />Depth <br />Runoff Quantity Continuity <br />+ + + * + * + + + + + + + + + + + * + + + + + + ++ --- <br />acre -ft <br />- - - - -- <br />inches <br />- - - - - -- <br />Total Precipitation ...... <br />12.654 <br />4.200 <br />Evaporation Loss ......... <br />0.000 <br />0.000 <br />Infiltration Loss ........ <br />4.318 <br />1.433 <br />Surface Runoff ........... <br />8.042 <br />2.669 <br />Final Surface Storage .... <br />0.295 <br />0.098 <br />Continuity Error (%) ..... <br />-0.004 <br />TSS <br />Runoff Quality Continuity <br />+ + + + + + + + + *x ++ + + + + + + + + + + + ++ <br />lbs <br />-- <br />Initial Buildup .......... <br />-------- <br />0.000 <br />Surface Buildup .......... <br />0.000 <br />Wet Deposition ........... 10316.116 <br />Sweeping Removal ......... <br />0.000 <br />Infiltration Loss ........ <br />• <br />3503.037 <br />b <br />Autodesk Storm and Sanitary Analysis <br />Page 2 of 6 <br />TR -53 <br />Page E 39 -5 <br />Revised <br />1/3/11 <br />