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2022-05-04_REVISION - C1981018 (9)
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2022-05-04_REVISION - C1981018 (9)
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Entry Properties
Last modified
5/9/2022 10:25:31 AM
Creation date
5/5/2022 8:43:09 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Revision
Doc Date
5/4/2022
Doc Name
Proposed Revision Materials
From
Blue Mountain Energy
To
DRMS
Type & Sequence
TR74
Email Name
CCW
THM
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br /> 28 <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 29.62 cfs <br /> Depth: 1.36 ft 1.86 ft <br /> Top Width: 7.79 ft 10.29 ft <br /> Velocity: 4.97 fps <br /> X-Section Area: 5.97 K ft <br /> Hydraulic Radius: 0.718 ft <br /> Fmude Number: 1.00 <br /> Man ning's n: 0.0360 <br /> Dmin: 2.00 in <br /> D50: 3-00 in <br /> Dmax: 4.50 in <br /> Structure#16 tPondl <br /> Upper pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,515.SO ft <br /> Initial Pool: 7.34 ac-ft <br /> `Sediment Storage: 2.99 ac-ft <br /> Dead Space: 20.00% <br /> -`Sediment capacity baser/on Average Annual R of 16.6 for 3 year(s) <br /> Broad-crested Weir <br /> Weir Width Spillway Elev <br /> (ft) (ft) <br /> 10.00 5,515.80 <br /> Broad-crested Weir <br /> Weir Width Spillway Elev <br /> (ft) (ft) <br /> 15.00 5,517.20 <br /> Pond Results: <br /> Peak Elevation: 5,51639 ft <br /> H'graph Detention Time: 1.74 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 0.98 days <br /> Trap Efficiency: 94.68% <br /> Dewatering time is cakulated from peak stage to lowest spillway <br /> Filename.Combination Pile 2345 10 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 37 Illustration 62 <br />
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