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HomeMy WebLinkAboutApplication Files_82693_pg0841 nnicai a a Supplement R MAIN I Based on 2320.3 GPM Peak Flow Rate(PFR) Appendix A = Sewer Calculations 0.72 cfs Prepared by SK 8" Main (STUDIO ONLY) Checked by CNB Date: March 4, 2010 Str to Str Dia Inv Inv Length Slope q V (inches) (ft) (ft) (ft) q V (cfs) NO (cfs) NO (full capacity) (full capacity) SMH7 SMH6 8 58.9 57.9 197.1 0.005074 0.18 0.13 SMH6 SMH5 g 1.12 3.21 57.9 57.1 153.8 0.005202 0.22 0.26 SMH5 SMH4 g 1.14 3.25 57.1 56.1 197.E 0.005061 0.26 0.32 i SMH4 SMH3 g 1.12 3.21 56.1 55.3 157.6 0.005076 0.36 0.61 SMH3 SMH2 g 1.12 3.21 55.3 53.7 314.4 0.005089 0.62 1.86 1.12 SMH2 SMH1 8 53.7 52.7 196.7 0.005084 0.62 1.86 3 22 SMH1 EXSMH g 1.12 3.22 52.7 51.5 242.1 0.005 0.72 2.32 1.11 3.18 10 Main (STUDIO ONLY) „ Str to Str Dia Inv Inv Length Slope q V (inches) (ft) (ft) (ftj q V (cfs) (ft/s) (cfs) (ft/s) j (full capacity) (full capacity) SMH7 SMH6 10 58.9 57.9 197.1 0.005074 0.18 0.07 SMH6 SMH5 10 57.9 57.1 153.8 0.005202 0.22 0.08 2 03 3.77 I' SMHS 2.05 3•77 SMH4 10 57.1 56.1 197.6 0.005061 0.26 0.11 SMH4 SMH3 10 56.1 55.3 157.6 0.005076 0.36 0.15 2 03 3.73 SMH3 2.03 3.72 SMH2 10 55.3 53.7 314.4 0.005089 0.62 0.67 SMH2 SMH1 10 53.7 52.7 196.7 0.005084 0.62 0.67 2.03 3.73 SMH1 EXSMH 10 52.7 51.5 242.1 0.005 0.72 0.85 2 03 3.68 2.01 3.68 12 Main (STUDIO ONLY) " Str .� to Str Dia Inv Inv Length Slope q V (inches) (ft) (ftj (ft) q V (cfs) (ft/s) (cfs) (ft/s) (full capacity) (full capacity) SMH7 SMH6 12 58.9 57.9 197.1 0.005074 0.18 0.04 SMH6 SMH5 12 57.9 57.1 153.8 0.005202 0.22 0.04 3 3 4.21 3.35 4.26 SMHS SMH4 12 57.1 56.1 197.6 0.005061 0.26 0.04 SMH4 3.3 4.2 SMH3 12 56.1 55.3 157.6 0.005076 0.36 0.08 SMH3 SMH2 12 55.3 53.7 314.4 0.005089 0.62 0 21 3.31 4.21 SMH2 3.31 4.22 SMH1 12 53.7 52.7 196.7 0.005084 0.62 0.21 SMH1 21 EXSMH 12 52.7 51.5 242.1 0.005 0.72 0.33 3.27 4.17 3.27 4.17 T (MAX FLOW RATE) i i Page 1 I