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2206 TOWER ST EVCC HEALTH AND FITNESS CENTER 2018-01-01 MF Import
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2206 TOWER ST EVCC HEALTH AND FITNESS CENTER 2018-01-01 MF Import
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Last modified
11/19/2019 1:33:34 PM
Creation date
11/19/2019 12:06:41 PM
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Address Document
Street Name
TOWER ST
Street Number
2206
Tenant Name
EVCC HEALTH AND FITNESS CENTER
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I � <br /> � '� <br /> P-12 . txt <br /> I <br /> � Manning Pipe Calculator � <br /> Given Inpu� Data: , , , Circ��lar I <br /> � Shape . . . . . . . . . . . . . . . . . . . . . . . . . . Depth of Flow <br /> solving for � <br /> Diameter . . . . . . . . . . . . . . . . . . . . . . . 8.0000 in � <br /> Flowra�e . . . . . . . . . . . . . . . . . . . . . . . 0.9477 cfs � <br /> � slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.0000 ft/ft � <br /> Manning' s n 0.0120 <br /> I Computed Results: <br /> Depch . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.7716 in <br /> nrea . . . . . . . . . . . . . . . . . . . . . . . . . 0. 3491 ft2 <br /> I Wetted Area . . . . . . . . . . . . . . . . . . . . . 0.0172 ft2 <br /> wetted Perimeter 5 .Q524 in <br /> Perimeter . . . . . . . . . . . . . . . . . . . . 25.1327 in <br /> velocity . . . . . . . . . . . . . . . . . . . . . . . 55 .0151 fps <br /> � Hydraulic Radius : : : : : : : : : : : : : : : : 0.4910 in <br /> Percent Full 9.6444 % <br /> Full flow Flowrate . . . . . . . . . . . . . . 48.9826 cfs <br /> IFull flow velocity . . . . . . . . . . . . . . 140. 3247 fp� <br /> Critical information <br /> I Critical depth : : : : : : : : : : : : : : : : : : 5 .6284 in <br /> Critic:il slope . 0.0071 ft/ft <br /> Critical veloc�ty . 3. 5762 fps <br /> Critical area . . . . . . . . . . . . . . . . . . 0.2650 ft2 <br /> � Critical per�imeter . . . . . . . . : : : : : : 15 .3232 in <br /> Critical hydraulic radius . 2 .41i7 in <br /> Critical top width . . . . . . . . . . . . . . 8.0000 in <br /> I Specific energy : : : : : : : : : : : : : : : : : 47. 1001 ft <br /> Minimum energy . 0. 7036 ft <br /> Froude number . . . . . . . . . . . . . . . . . . . 46. 3620 <br /> Flow condition . . . . . . . . . . . . . . . . . . Supercritical <br /> I <br /> ( <br /> � <br /> I <br /> I <br /> i Page 1 <br /> f <br /> ' Z,� <br />
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