Laserfiche WebLink
i <br /> I Worksheet for P-4 <br /> � <br /> Project Description <br /> IFriction Method Manning Formula <br /> Solve For Normai Depth <br /> � Input Data <br /> � Roughness Coefficient 0,010 <br /> Channel Stope 0.02000 ft/R <br /> I Diameter 0.67 ft �I <br /> Dischargc 0.39 ft3/s i <br /> � Resulls <br /> Normal Depth 019 R <br /> Flow Area 0.08 R2 <br /> I Wetted Perimeter 0.75 R <br /> Top Wldth 0.60 R <br /> Critical Depth 0.29 R <br /> � Pcrcent Full 28.2 % <br /> Critical Slope 0.00396 R/R <br /> Velocity 4.79 R/s <br /> � Vebcity Head 036 ft <br /> Specific Energy 0.55 R <br /> Froudc Number 2.29 <br /> � �taximum Discharge 2.42 R�/s <br /> Discharge Full 2.25 R�/s <br /> Slope Full 0.00060 R/ft <br /> IFlow Type SuperCntical <br /> ' GVF Input Data <br /> � Downstream Deplh 0.00 R <br /> ( <br /> 1 <br /> 1 <br /> 1 <br /> I <br /> ! <br /> I Stortnwa[er Site Plan O Q OO <br /> Everett Community College � <br /> Topper Parking Lol 7 <br /> 208221.30 <br /> I �� <br />