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2020-06-19_REVISION - M1973021
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2020-06-19_REVISION - M1973021
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Last modified
1/7/2025 7:57:53 AM
Creation date
6/22/2020 12:04:38 PM
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Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
REVISION
Doc Date
6/19/2020
Doc Name
Request for Technical Revision
From
Aggregate Industries
To
DRMS
Type & Sequence
TR7
Email Name
ECS
MAC
AWA
Media Type
D
Archive
No
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t <br /> ' Culvert Report <br /> Hydraflow Express Extension for Autodesk@ AutoCADO Civil 3D®by Autodesk, Inc. Friday,May 15 2020 <br /> Morrison Culvert A - 100 Year <br /> ' Invert Elev Dn (ft) = 7130.00 Calculations <br /> Pipe Length (ft) = 122.00 Qmin (cfs) = 52.52 <br /> Slope (%) = 24.59 Qmax (cfs) = 52.52 <br /> Invert Elev Up (ft) = 7160.00 Tailwater Elev (ft) = (dc+D)/2 <br /> Rise (in) = 36.0 <br /> Shape = Circular Highlighted <br /> ' Span (in) 36.0 Qtotal (cfs) = 52.52 <br /> No. Barrels = 1 Qpipe (cfs) = 52.52 <br /> n-Value = 0.013 Qovertop (cfs) = 0.00 <br /> Culvert Type = Circular Concrete Veloc Dn (ft/s) = 7.89 <br /> Culvert Entrance = Groove end projecting (C) Veloc Up (ft/s) = 8.83 <br /> Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 7132.68 <br /> HGL Up (ft) = 7162.35 <br /> ' Embankment Hw Elev (ft) = 7163.45 <br /> Top Elevation (ft) = 7165.00 Hw/D (ft) = 1.15 <br /> Top Width (ft) = 76.00 Flow Regime = Inlet Control <br /> Crest Width (ft) = 100.00 <br /> "ux x <br /> '191 Y •00 <br /> I <br /> 't JG 00 -]O CO <br /> 113]OD J]00 <br /> 0 0 Y I!IJ III t 1]0 1p 1 tie I)0 <br /> GrcrJw GArwl 11GL EmEw <br /> RucM1 rlry <br /> 1 <br />
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