Laserfiche WebLink
36" CMP Down r i - Max Capacity <br />MethodFriction fTianning Formula <br />olve For Full Flow Capacity <br />�•' �' i �� �'�� � �',� �`� a� r� au �'i"iw "'z: a ��,'a ay. �^ a ado- t,�; s{,4.i � <br />Roughness Coefficient <br />0.024 <br />ft <br />Channel Slope <br />0.05000 <br />fUft <br />Normal Depth <br />3.00 <br />ft <br />Diameter <br />3.00 <br />ft <br />Discharge <br />80.78 <br />ft3/s <br />Discharge <br />80.78 <br />ft3/s <br />Normal Depth <br />3.00 <br />ft <br />Flow Area <br />7.07 <br />ft2 <br />Wetted Perimeter <br />9.42 <br />ft <br />Hydraulic Radius <br />0.75 <br />ft <br />Top Width <br />0.00 <br />ft <br />Critical Depth <br />2.78 <br />ft <br />Percent Full <br />100.0 <br />% <br />Critical Slope <br />0.04330 <br />ft/ft <br />Velocity <br />11.43 <br />ft/s <br />Velocity Head <br />2.03 <br />ft <br />Specific Energy <br />5.03 <br />ft <br />Froude Number <br />0.00 <br />Maximum Discharge <br />86.90 <br />ft3/s <br />Discharge Full <br />80.78 <br />ft3/s <br />Slope Full <br />0.05000 <br />fUft <br />Flow Type SubCritical <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headloss <br />0.00 <br />ft <br />Average End Depth Over Rise <br />0.00 <br />Normal Depth Over Rise <br />100.00 <br />% <br />Downstream Velocity <br />Infinity <br />ft/s <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />3.00 <br />ft <br />Critical Depth <br />2.78 <br />ft <br />Channel Slope <br />0.05000 <br />ft/ft <br />Critical Slope <br />0.04330 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SolBt oddpd% Master V8i (SELECTseries 1) [08.11.01.03) <br />2121/2014 8:22:00 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />