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HomeMy WebLinkAboutApplication Files_82693_pg0827 Appendix A Sewer Calculations Prepared by SK Checked by CNB (STUDIO ONLY) Date: March 4,2010 Length Slope Q V Q V (ft) (cfs) (ft/s) (cfs) NO (full capacity) (full capacity) 197.1 0.005074 0.18 0.13 1.12 3.21 153.8 0.005202 0.22 0.26 1.14 3.25 197.6 0.005061 0.26 0.32 1.12 3.21 157.6 0.005076 0.36 0.61 1.12 3.21 314.4 0.005089 0.62 1.86 1.12 3.22 I 196.7 0.005084 0.62 1.86 1.12 3.22 242.1 0.005 0.72 2.32 1.11 / 3.18 (STUDIO ONLY) Length Slope Q V Q V (ft) (cfs) (ft/s) (cfs) NO (full capacity) (full capacity) 197.1 0.005074 0.18 0.07 2.03 3.72 ' 153.8 0.005202 0.22 0.08 2.05 3.77 197.6 0.005061 0.26 0.11 2.03 3.73 157.6 0.005076 0.36 0.15 2.03 3.72 j 314.4 0.005089 0.62 0.67 2.03 3.74 196.7 0.005084 0.62 0.67 2.03 3.73 6 242.1 0.005 0.72 0.85 2.01 3.68 (STUDIO ONLY) Length Slope Q V Q V { (ft) (cfs) (ft/s) (cfs) (ft/s) (full capacity) (full capacity) 197.1 0.005074 0.18 0.04 3.3 4.21 j 153.8 0.005202 0.22 0.04 3.35 4.26 197.6 0.005061 0.26 0.04 3.3 4.2 157.6 0.005076 0.36 0.08 3.31 4.21 314.4 0.005089 0.62 0.21 3.31 4.22 196.7 0.005084 0.62 0.21 3.31 4.21 242.1 0.005 0.72 0.33 3.27 4.17 T (MAX FLOW RATE) l 1 I 1