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1 <br />tmp#l.txt ~;~~ <br />3i~ ~ ~~ <br />t Manning Pipe Calculator <br /> Given Input Data: <br />' Shape ...... Circula r <br /> Solving for <br />..................... Depth o f Flow <br /> Diameter ........................ 30.0000 in <br /> Flowrate 16.8800 cfs <br />' :::::::::::::::::::::::: <br />Slope 0.0100 ft/ft <br /> Manning's n ..................... 0.0290 <br />' Computed Results: <br /> Depth ........................... 19.5605 in <br />' Area ............................ <br />Wetted Area 9.9087 <br />3.3896 ft2 <br />ft2 <br /> Wetted Perimeter ................ 56.3916 in <br /> Perimeter ....................... 99.2978 in <br />' Velocity ........ 9.9799 fps <br /> ..•....••....... <br />Hydraulic Radius 8.6557 in <br /> Percent Full .................... 65.2017 $ <br /> Full flow Flowrate .............. 22.2176 cfs <br /> Full flow velocity .............. 9.5261 fps <br /> Critical Information <br />' Critical depth 16.6973 in <br /> Critical slope .................. 0.0162 ft/ft <br /> Critical velocity ............... 6.0119 fps <br />' Critical area ................... 2.8080 ft2 <br /> Critical perimeter .............. 50.5185 in <br /> Critical hydraulic radius 8.0090 in <br />' ::::::: <br />Critical top width 30.0000 in <br /> Specific energy ................. 2.0079 ft <br /> Minimum energy .................. 2.0872 ft <br /> Froude number . 0.7570 <br /> :::::::::::::::::: <br />Flow condition Subcrit ical <br /> <br />1 <br /> <br />1 <br /> <br />Page 1 <br />1 <br />