Pipe Listing (selected nodes)
| Line# | Node Number | In-Invert (feet) | Out-Invert (feet) | Length (feet) | Slope (ft/ft) | n | Width (inches) | Diam/Height (inches) | Inside-Fill (inches) | Node Name |
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| 1 | 10S | 0.00 | 0.00 | 297.0 | 0.0035 | 0.011 | 0.0 | 15.0 | 0.0 | |
| 2 | 11S | 0.00 | 0.00 | 297.0 | 0.0035 | 0.011 | 0.0 | 15.0 | 0.0 | |
| 3 | 15S | 0.00 | 0.00 | 207.0 | 0.0100 | 0.010 | 0.0 | 8.0 | 0.0 | |
| 4 | 21P | 117.50 | 117.40 | 22.0 | 0.0045 | 0.013 | 0.0 | 15.0 | 0.0 | |
| Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points |
| Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN |
| Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method |
| Subcatchment3S: Ex. Study Area West | Runoff Area=0.930 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=98' Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af |
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| Subcatchment4S: Ex. Study Area West | Runoff Area=0.090 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=248' Tc=10.0 min CN=98 Runoff=0.19 cfs 0.024 af |
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| Subcatchment6S: Ex. Study Area Road | Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=82' Slope=0.0150 ' /" Tc=10.0 min CN=98 Runoff=0.06 cfs 0.008 af |
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| Subcatchment7S: Ex. Study Area Road | Runoff Area=0.120 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=61' Slope=0.0100 ' /" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af |
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| Subcatchment10S: Study Area WQ MTD | Runoff Area=0.610 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=352' Tc=10.0 min CN=98 Runoff=1.30 cfs 0.162 af |
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| Subcatchment11S: Study Area WQ MTD | Runoff Area=0.020 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=351' Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af |
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| Subcatchment12S: Study Area Road | Runoff Area=0.030 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=35' Slope=0.0322 ' /" Tc=10.0 min CN=98 Runoff=0.06 cfs 0.008 af |
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| Subcatchment14S: Study Area West | Runoff Area=0.310 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=48' Slope=0.0850 ' /" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af |
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| Subcatchment15S: Study Area Roof (Imp) | Runoff Area=0.110 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=207' Slope=0.0100 ' /" Tc=10.0 min CN=98 Runoff=0.23 cfs 0.029 af |
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| Subcatchment19S: Study Area Road | Runoff Area=0.090 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=58' Slope=0.0300 ' /" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af |
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| Pond 21P: Basin A Routing (StormBrixx) Discarded=0.70 cfs | Peak Elev=117.82' Storage=937 cf Inflow=1.53 cfs 0.191 af 0.191 af Primary=0.00 cfs 0.000 af Outflow=0.70 cfs 0.191 af |
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| Link 5L: Ex Study Area West (Total) | Inflow=0.19 cfs 0.024 af Primary=0.19 cfs 0.024 af |
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| Link 8L: Existing Study Area Road (Total) | Inflow=0.06 cfs 0.008 af Primary=0.06 cfs 0.008 af |
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| Link 10L: Study Area Study Area WQ MTD A-110 (Total) | Inflow=1.30 cfs 0.162 af Primary=1.30 cfs 0.162 af |
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| Link 14L: Study Area West (Total) | Inflow=0.00 cfs 0.000 af Primary=0.00 cfs 0.000 af |
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| Link 16L: Study Area Basin A (Total) | Inflow=1.53 cfs 0.191 af Primary=1.53 cfs 0.191 af |
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