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i~ <br />RPE Cell A Drains (12" & 18" HD vs 30" CMP) <br />File: J:\OOJOBS\003-2166\RPE CELLA 7/21/00, 3:03:54PM <br />SEDCAD+ BASIN DISCHARGE UTILITY <br />TRICKLE TUBE INPUTS: <br />• <br />Barrel. Diameter <br />Barrel Length <br />Barrel Slope <br />Manning's n of Pipe <br />Pipe Spillway Elevation <br />Entrance Loss Coefficient <br />Tailwater Depth <br />Barrel Diameter <br />Barrel Length <br />Barrel Slope <br />Manning's n of Pipe <br />Pipe Spillway Elevation <br />Entrance Loss Coefficient <br />Tailwater Depth <br />18.000 inches <br />11.000 feet <br />0.100 ~ <br />0.012 <br />6103.00 <br />0.700 <br />0.000 feet <br />TRICKLE TUBE INPUTS: <br />12.000 inches <br />16.000 feet <br />0.100 ~ <br />0.012 <br />6100.50 <br />0.700 <br />0.000 feet <br />Barrel Diameter <br />Barrel Length <br />Barrel Slope <br />Manning's n of Pipe <br />Pipe Spillway Elevation <br />Entrance Loss Coefficient <br />Tailwater Depth <br />TRICKLE TUBE INPUTS: <br />• <br />30.000 inches <br />30.000 feet <br />0.100 ~ <br />0.024 <br />6099.70 <br />0.500 <br />0.000 feet <br /> Trickle Trickle Trickle Total <br /> Tube Tube Tube Discharge <br />Elevation (cfs) (cfs) (cfs) (cfs) <br />---- <br />6096 ----- <br />.00 ------------ <br />0~.0 --------- <br />0.0 ---- <br />0 - - -- ------- <br />.0 --------------------- <br />0. - <br />0 <br />6097 .00 0.0 0.0 0 .0 0. 0 <br />6098 .00 0.0 0.0 0 .0 0. 0 <br />6099 .00 0.0 0.0 0 .0 0. 0 <br />6099 .70 0.0 0.0 0 .0 0. 0 <br />6100 .00 0.0 0.0 1 .0>(1) 1. 0 <br />6100 .50 0.0 0.0 4 .6>(1) 4. 5 <br />6101 .00 0.0 0.8>(1) 7 .9>(1) 6. 7 <br />6102 .00 0.0 3.4>(6) 17 .0>(1) 20. 4 <br />6103 .00 0.0 5.2>(6) 27 .6>(6) 32. 8 <br />6104. 00 3.1>(1) 6.6>(5) 37 .4>(6) 47. 0 <br />6105. 00 8.4>(5) 7.6>(6) 45 .1>(6) 61. 1 <br />Page: 1 <br />