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Circular Channel Analysis & Design <br />So]-ved with Manning's Equation <br />Open Channel - Uniform flow <br />Worksheet Name: Rosewood Park <br />Comment: Rosewood Park - Total 100-Year at ]."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 />P�._�cent 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 />/ve�s.� Off=s�� /oo yc4r ��ouJ = �L. GS efs <br />pn - si�G /44 j��'' �sC�iu�e = 0.3'i c f's <br />�� <br />�ea yc4r � selio�c = .s', o.�- � �'s <br />T/iere�o�e e4cii o��e �xis�"�9 /•2••Ca�ve��s <br />/oC4�eo" J�s� scslTi� o� f�i� sii"e Lui//r,e�� <br />�o �a.�vey �•3/ ��s. T�e 46ove cq/cu/��o.� <br />S�ou�s 7h4� Gy4c/ cl��lierT LdaN/�de <br />'�.S,.SIo �� T/!�� Le!/T� Cl Q'cP�i' /h 7h G�,Z ii <br />Cl��!/E/' � OY' O� 7G ��G�• <br />Open Channel Flow Module, Version 3.12 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />�� <br />