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Circular Channel Analysis & Design <br />Solved with Manning's Equation <br />Open Channel - Uniform flow <br />t4orke'.ieet Name: Rosewood Park <br />Comment: Rosewood Park - Total 100-Year at 1""Twin 12�� <br />Solve For Actual Depth <br />Given Input Data: <br />Diameter.......... <br />Slope ............. <br />Manning's n....... <br />Discharge......... <br />Computed Results: <br />Depth ............. <br />Velocity.......... <br />Flow Area......... <br />Critical Depth.... <br />Critical Slope.... <br />Percent Full...... <br />Full Capacity..... <br />QMAX @.94D........ <br />Froude Number..... <br />1.00 ft <br />0.0050 ft/ft <br />0.012 <br />2.51 cfs <br />0.76 ft <br />3.94 fps <br />0.64 sf <br />0.66 ft <br />0.0065 ft/ft <br />75.56 % <br />2.73 cfs <br />2.94 Cfs <br />0.81 (flow is Subcritical) <br />/✓��s ,' pf'f=s,� /oo yc4r f/ocd =�. GS cfs <br />pn - si�e /00 y�4•- �isC%,arye = 0.37' c f's <br />�-- <br />T�q/�eo ye4r �sC`ior�C= .3�� 02 ��-s <br />Tiiere �o�-e c4cii o��i e�xis��9 /•2 •, C��ver�s <br />/oC4�"e�_j us� -sou�� e ��/ie si�e �ui//hGG� <br />�o �o�vey �..3-/ ��s• T/e 46ove eq/ea/i�o.� <br />stiows ��4� �4�� ��/��r� wo���6e <br />�.�; .SG % � // w. �� a o��P f� ..� �� c �,z ,, <br />Cy/ver� o�' 0.7� �'ae�• <br />Open Channel Flow Module, Version 3.12 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />�� <br />