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i <br /> � Worksheetfor P-6 <br /> Projecf Description <br /> � Pridion htethod Manning Formula <br /> Solve For Normal Deplh <br /> � Input Data <br /> Roughness Coefficient 0.010 <br /> ChannelSlope 0.18040 R/R <br /> I Diameter 0.67 R <br /> Discharge 0.94 ft�/s <br /> � Results ' <br /> Normal Dep[h 0.17 R <br /> Flow Arca 0.07 R� <br /> I Wetted Perimeter OJO ft <br /> Top Widlh 0.56 R <br /> Critical Depth OA6 R <br /> f Percent Full 25.2 % <br /> � Critical Slope 0.00527 R/R• <br /> Vclocity 13.50 it/s <br /> I Velocity Head 2.63 R <br /> Specific Energy 3.OD R <br /> Froude Number 6.88 <br /> I Maxlmum Discharge 7.27 R3/s <br /> f Discharge Full 6J6 ft�/s <br /> Slope Full 0.00350 R/R <br /> IFlowlype SuperCrili[al <br /> � <br /> I <br /> I <br /> ( <br /> I <br /> I <br /> � StortnwaterSitePlan QQOO <br /> Everett Community College � <br /> Topper Parking Lot 9 <br /> 208221.10 <br /> I ( Z <br />