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i <br /> IWorksheetfor P-5 <br /> Project Description <br /> IFridion Mc[hod Mannmg Formula <br /> Solve For Normal Dep[h <br /> I Input Data <br /> Roughness Coefficient 0.010 <br /> Channel5lope 0.02000 fUR <br /> I Diameter 0.67 R <br /> Discharge 0.94 R3/s <br /> ` Results <br /> � Normal Depth 0.30 ft <br /> Flow Area 0.15 ft2 <br /> I Wetted Pcrimeter 0.99 ft <br /> Top Wid[h 0.67 R <br /> Critical Depth 0.46 (l <br /> � Percent Full 45.1 % <br /> Critiwl Slope 0.00526 ft/R <br /> Velocity 6.11 (t/s <br /> I Vclocity Head 0.58 R <br /> j Specific Energy 0.88 R <br /> Froude Number 2.24 <br /> I htaximum Discharge 2.42 It�/s <br /> � Discharge Full 2.25 R3/s <br /> Slope Full 0.00350 R/R <br /> IFlow Typc SuperCritical <br /> I <br /> � <br /> l <br /> I <br /> � <br /> � <br /> 1 <br /> 5[ormwaler Site Plan Q Q OQ <br /> � Everett Communiry College . <br /> Topper Parking Lot 8 <br /> 208221.10 <br /> \� <br /> I <br />