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<br />Peak Flow - 4" Drain Pipe Near Shop <br />Discharge Though a Submerged Tube <br />Flow Calculations <br />0.5% <br />• Okay -Pipe slopes 2% <br />Reference Civil Engineering Handbook <br />Urquhart -Fourth Edition, Page 434 <br />J <br />TR-040 RSS-42i 10/02 <br />H =Head on Pipe = 1/2 D 0.167 feet <br />Check Friction Loss in Pipe <br />Flow in pipe 64 <br />