Laserfiche WebLink
NewFields <br /> CC&V Phase 3 VLF2 <br /> Secondary Solution Collection Pipe Sizing <br /> Design Criteria <br /> Application Rate 0.0055 gpm/ftz <br /> 0.0000123 cfs/ftz <br /> Solution Flow Rate 17,000 gpm <br /> Max Area Under Leach 3,090,909 ftz <br /> Manning's n for Secondary CPeP 0.012 <br /> Basin 1a <br /> Area (ftz) = 1,686,681 <br /> Average Slope = 22.6% <br /> Minimum Slope = 2.0% <br /> Average Slope Minimum Slope <br /> Equivalent rusePipe --T—ru-s-H-e-d Pipe <br /> Pipe Diameter Crushed Full Flow Capacity Max Drainage Full Flow Capacity Max Drainage <br /> (inches) Pipe (cfs) Area (ft) (cfs) Area (ft) <br /> 8 2-4" 2.0 159,350 0.6 47,154 <br /> 12 2- 6" 5.8 469,919 1.7 139,837 <br /> 18 2- 9" 17.0 1,385,366 5.1 413,008 <br /> 24 2-12" 36.7 2,983,740 10.9 887,805 <br /> 2- 24" 4- 12" 73.4 5,967,480 21.8 1,775,610 <br /> 3- 24" 6- 12" 110.1 8,951,220 32.8 2,663,415 <br /> Basin lb <br /> Area (ftz) = 1,180,684 <br /> Average Slope = 23.5% <br /> Minimum Slope = 10.0% <br /> Average Slope Minimum Slope <br /> Equivalent Crushed Pipe Maximum Crushed Pipe Maximum <br /> Pipe Diameter Crushed Full Flow Capacity Drainage Area Full Flow Capacity Drainage Area <br /> (inches) Pipe (cfs) (ft) (cfs) (ft) <br /> 8 2- 4" 2.0 162,602 1.3 105,691 <br /> 12 2- 6" 5.9 479,675 3.8 312,195 <br /> 18 2- 9" 17.4 1,413,008 11.3 921,951 <br /> 24 2-12" 37.4 3,042,276 24.4 1,983,740 <br /> 2- 24" 4- 12" 74.8 6,084,553 48.8 3,967,480 <br /> 3- 24" 6- 12" 112.3 9,126,829 73.2 5,951,220 <br /> 11/12/2019 Secondary Pipe SizingPipe Sizing and Spacing_CC&V.xlsx <br />