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I <br /> � <br /> ( Worksheet for P-1 <br /> Project Description <br /> I Friclion Method tdanning Pormula <br /> � Soive For I�ormal Depth <br /> r Input Data <br /> IRoughness CoeNlcient 0.010 <br /> Channel Slope 0.03560 ft(R <br /> � Diameter O.G7 R <br /> Discharge 1.07 (t3/s <br /> � Results <br /> Normal Depth 0.28 R <br /> Flow Arca 0.14 R� <br /> � Wetled Perimeter 0.93 ft <br /> Top Width 0.66 R <br /> Critical Depth 0.99 R <br /> I Percent Full 41.1 % <br /> Critical Slope O.OD574 ft/R <br /> Velocity 7.60 R/s <br /> � velocity Head 0.95 ft <br /> Specific Energy 1.22 R <br /> Froudc Number 3.02 <br /> I hiaximum Discharge 3.23 R3/s <br /> Discharge Full 3.00 R3/s <br /> Slope Full 0.00449 R/(t <br /> IFlotiviype SuperCrilical <br /> � <br /> I <br /> 1 <br /> ( <br /> � <br /> � <br /> I <br /> I Slorm�valcrSilePlan OQAO <br /> Everett Communiry College . <br /> Topper Parking Lo[ 5 <br /> 208221.10 <br /> I , <br />