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File: J:\OOJOBS\003-2166\RPECELLB 7/21/00, 3:08:22PM <br />SEDCAD+ BASIN DISCHARGE UTILITY <br />RPE Cell B Drains (2 - 18" HD vs 1 - 30" CMP) <br />TRICKLE TUBE INPUTS: <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 />C <br />Harrel 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 />Harrel Length <br />Barrel Slope <br />Manning's n of Pipe <br />Pipe Spillway Elevation <br />Entrance Loss Coefficient <br />Tailwater Depth <br />Trickle <br />Tube <br />i• <br />Elevation (cfs) <br />6084. 70 0 .0 <br />6084. 80 0 .0 <br />6085. 70 0 .0 <br />6086. 70 0 .0 <br />6087. 70 0 .0 <br />6088. 70 0 .0 <br />6089. 00 0 .0 <br />6089. 70 0 .0 <br />6090. 70 0. 0 <br />6091. 70 0 .0 <br />6092. 70 0 .0 <br />6093. 00 0. 0 <br />18.000 inches <br />29.000 feet <br />0.100 ~ <br />0.012 <br />6093.00 <br />0.700 <br />0.000 feet <br />18.000 inches <br />37.000 feet <br />0.100 °s <br />0.012 <br />6089.00 <br />0.700 <br />0.000 feet <br />TRICKLE TUBE INPUTS: <br />30.000 inches <br />30.000 feet <br />0.100 °s <br />0.024 <br />6084.80 <br />0.500 <br />0.000 feet <br />Trickle Trickle ~ Total <br /> Tube Tube Discharge <br /> (cfs) (cfs) (cfs) <br />0 .0 0 .0 0. 0 <br />0 .0 0 .0 ~ 0. 0 <br />0 .0 5 .3>(1) 5. 3 <br />0 .0 12 .5>(1) 12. 5 <br />0 .0 23 .3>(4) 23. 3 <br />0 .0 33 .6>(6) 33. 8 <br />0 .0 36 .5>(6) 36. 5 <br />2 .1>(1) 42 .2>(6) 44. 3 <br />6 .6>(1) 49 .1>(6) 55. 7 <br />11 .2>(5) 55 .1>(5) 66. 3 <br />14 .2>(5) 60 .3>(5) ~ 74. 5 <br />15 .0>(5) 61 .8>(5) 76. 8 <br />Page: 1 <br />