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<br />~J <br />TABLE 7 <br />PIPE SIZING <br />Pipe <br />No. <br />Q <br />(efs) <br />Size <br />(inches) <br />HW <br />(inches) Recommended <br />Size <br />(inches) HW <br />Required <br />(inches) Q Capacity <br />at Size +18" <br />lA 38 30 54 30 54 35 • <br />1B 38 30 54 30 54 35 • <br />2 fi5 42 54 42 54 70 <br />3 65 42 54 42 54 70 <br />4 24 27 37 30 33 34 <br />5 <br />6 <br />7 <br />B <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />40 36 41 <br />8 16 24 <br />55 36 61 <br />55 36 61 <br />3 12 16 <br />3 12 16 <br />ELIMINATED <br />36 <br />ELIMINATED <br />18 <br />ELIMIINATED <br />36 <br />36 <br />18 <br />18 <br />ELIMINATED <br />ELIMINATED <br />'Provide required HW depth to pass design flow. <br />41 <br />24 <br />61 <br />61 <br />12 <br />12 <br />50 <br />11 <br />50 <br />50 <br />11 <br />11 <br /> <br />r <br />Notes: All pipes sized for inlet control with mitered end section using B.P.R. Cir- <br />cular No. 5. Pipe slopes are great enough to ensure that outlet control will <br />not control. <br />Maximum excess flow capacity of any pipe is B efs. This substantiates the <br />assumption that pipes would deliver no more than the 10 year flows. <br />