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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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' Culvert Report <br /> Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Friday,May 15 2020 <br /> Morrison Culvert C - 100 Year <br /> ' Invert Elev Dn (ft) = 7100.00 Calculations <br /> Pipe Length (ft) = 160.00 Qmin (cfs) = 56.83 <br /> Slope (%) = 1.25 Qmax (cfs) = 56.83 <br /> Invert Elev Up (ft) = 7102.00 Tailwater Elev (ft) = (dc+D)/2 <br /> Rise (in) = 36.0 <br /> Shape = Circular Highlighted <br /> ' Span (in) 36.0 Qtotal (cfs) = 56.83 <br /> No. Barrels = 1 Qpipe (cfs) = 56.83 <br /> n-Value = 0.013 Qovertop (cfs) = 0.00 <br /> Culvert Type = Circular Concrete Veloc Dn (ft/s) = 8.44 <br /> ' Culvert Entrance = Groove end projecting (C) Veloc Up (ft/s) = 9.23 <br /> Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 7102.72 <br /> HGL Up (ft) = 7104.44 <br /> Embankment Hw Elev (ft) = 7106.10 <br /> Top Elevation (ft) = 7135.00 Hw/D (ft) = 1.37 <br /> Top Width (ft) = 76.00 Flow Regime = Inlet Control <br /> Crest Width (ft) = 100.00 <br /> ' r W+=Ri IMmm (,dvv,f lllfl Y,.w, _e,t,ROS <br /> t 1 <br /> l <br /> ' n:ex am <br /> u p0 4. <br /> "9J.00 9.00 <br /> q 100 ,M ,b 1 tb )0 <br /> GcWULWrat NGL E111W1\k <br /> R-M RI <br />
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