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Circular Channel Analysis i Design <br />Solved with Nanning's Equation <br />Open Channel - Uniform flow <br />Workshoot Name: 41ST STREET CHEVRON <br />Comment: 6" PVC ! 1.4% <br />solve for Full flow Capacity <br />Given Input Data: <br />Diass ter.......... <br />0.67 <br />ft <br />slope.. .......... <br />0.0140 <br />ft/ft <br />Nanning's n....... <br />0.014 <br />Discharge......... <br />1.3t <br />cfs <br />computed <br />Resulta: <br />Full <br />Flow Capacity..... <br />1.35 <br />cfs <br />Full <br />Flow Depth........ <br />0.67 <br />ft <br />velocity.......... <br />1.82 <br />fps <br />Flow Area... ... <br />0.35 <br />of <br />Critical Depth.... <br />0.95 <br />ft <br />critical slope.... <br />0.0141 ft/ft <br />Percent Full...... <br />100.00 <br />Full Capacity..... <br />1.3s <br />cfs <br />QNkX •.940........ <br />1.45 <br />cfs <br />Froude Number..... <br />FULL <br />cop" C"fiftel r1r7w Mrifiilo, Version 1.12 (c) 1990 <br />"*&vq*4 sethcAe, Inc. • 17 Brookside Bd a Waterbury, Ct 06700 <br />if <br />