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SN Element Description From(Inlet) To(Outlet) Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial Flap Lengthening Peak Time of Max Travel Design Max Flow/ Max Total Max Froude Reported <br /> ID Node Node Invert Invert Invert Invert Drop Slope Shape Diameter Width Roughness Losses Losses Losses Flow Gate Factor Flow Peak Flow Time Flow Design Flow Flow Depth/ Time Flow Number Condition <br /> Elevation Offset Elevation Offset or Height Flow Velocity Capacity Ratio Total Depth Surcharged Depth <br /> Occurrence Ratio <br /> (ft) (ft) (ft) (ft) (ft) (ft) N (inches) (inches) (cfs) (cfs) (days hh:mm) (ft/sec) (min) (cfs) (min) (ft) <br /> 149 SLink-98 SJun-74 EMFbasin-S 67.00 345.50 0.00 345.50 0.00 0.00 0.0000 CIRCULAR 12.000 12.00 0.0120 0.5000 0.5000 0.0000 0.00 NO 1.00 3.02 2 00:00 3.88 0.29 0.15 20.27 0.97 0.00 0.97 0.48 >CAPACITY <br /> 150 SLink-99 SJun-73 EMFbasin-S 54.00 345.50 0.00 345.50 0.00 0.00 0.0000 CIRCULAR 12.000 12.00 0.0120 0.5000 0.5000 0.0000 0.00 NO 1.00 3.99 2 00:00 5.12 0.18 0.17 24.02 0.97 0.00 0.97 0.63 >CAPACITY <br /> 151 UnderdrainN24in Jun-127 SDMH3-5 66.00 341.06 0.00 340.73 4.73 0.33 0.5000 CIRCULAR 24.000 24.00 0.0120 0.5000 0.7000 0.0000 0.00 NO 1.00 14.29 1 11:07 4.55 0.24 17.33 0.82 1.00 2766.00 2.00 0.02 SURCHARGED <br /> 152 UnderdrainS24in Jun-116 SDMH1-4 92.00 338.27 0.00 337.80 1.80 0.47 0.5100 CIRCULAR 24.000 24.00 0.0120 0.5000 0.7000 0.0000 0.00 NO 1.00 14.08 2 00:00 4.48 0.34 17.52 0.80 1.00 2856.00 2.00 0.00 SURCHARGED <br /> 153 Vault-to-SDMH2-2 Overflow5tructure SDMH2-2-CDS 14.00 343.70 9.95 343.86 1.00 -0.16 -1.1400 CIRCULAR 36.000 36.00 0.0120 0.5000 1.0000 0.0000 0.00 NO 1.00 28.55 115:48 4.04 0.06 77.25 0.37 1.00 2866.00 3.00 0.00 SURCHARGED <br /> 154 Weir-to-SDMH3-2 DummyWeir-to-stillingbasin SDMH1-2 8.30 335.75 2.00 335.51 1.01 0.24 2.8900 CIRCULAR 24.000 24.00 0.0120 0.5000 0.9000 0.0000 0.00 NO 1.00 26.73 2 00:00 8.51 0.02 41.67 0.64 1.00 2349.00 2.00 0.13 SURCHARGED <br />