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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 /> IP-4. txt <br /> IManning Pipe Calculator <br /> Given Input Data: <br /> I Shape . . . . . : : : : : : : : : : : : : : : : : : : : : Circular <br /> solving for Depth of Flow <br /> Diameter . . . . . . . . . . . . . . . . . . . . . . . . 8.0000 in <br /> I Flowrate : : : : : : : : : : : : : : : : : : : : : : : : 0. 5589 cfs <br /> slope 0. 7900 ft/ft <br /> Manning' s n . . . . . . . . . . 0.0110 <br /> I Computed Results: <br /> Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1439 in <br /> Area . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 3491 ft2 <br /> I wetted Area . . . . . : : : : : : : : : : : : : : : : 0.0306 ft2 <br /> wetted Perimeter 6.2046 in <br /> Perimeter . . . . . . . . . . . . . . . . . . . . . . . 25 . 1327 in <br /> velocity . . . . . . . . . . . . . . . . . . . . . . . 18.Z467 fp� <br /> I Hydraulic Radius : : : : : : : : : : : : : : : : 0.7109 in <br /> Percent Full 14.2991 % <br /> Full flow Flowrute . . . . . . . . . . . . . . 12.6934 cfs <br /> IFull flow velocity . . . . . . . . . . . . . . 36. 3640 fps <br /> Critical information <br /> � Critical depth . . . . . . . . . . . . . . . . . . 4.2129 in <br /> � Critical slope . . . . . . . . . . . . . . . . . . 0.0051 ft/ft <br /> Critical velocity . . . . . . . . . . . . . . . 2 .9990 fps <br /> Critical area . . . . . . . . . . . . . . . . . . . 0. 1864 ft2 <br /> I Critical perimeter . . . . . . . : : : : : : 12 .9922 in <br /> Critical hydraulic radius . 2 .0656 in <br /> Critical top width . . . . . . . . . . . . . . 8.OG`10 in <br /> � Specific energy . . . . . . . . . . . . . . . . . 5 .2654 ft <br /> Minimum energy . . . . . . . . . . . . . . . . . . 0. 5266 ft <br /> Froude number . . . . . . . . . . . . . . . . . . . 12 . 5574 <br /> IFlow r.ondition . . . . . . . . . . . . . . . . . . Supercritical <br /> I <br /> I <br /> Page 1 <br /> l�3 <br />
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