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2015-11-02_REVISION - C1981035 (2)
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2015-11-02_REVISION - C1981035 (2)
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Entry Properties
Last modified
8/24/2016 6:12:13 PM
Creation date
11/3/2015 7:56:30 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
Revision
Doc Date
11/2/2015
Doc Name
Adequacy Review Responses
From
GCC Energy
To
DRMS
Type & Sequence
TR25
Email Name
RAR
DIH
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />('r. r...rdr.ht tQ°il _7f1'I f5 Pomola I Ghwoh <br />Structure Detail: <br />Structure #25 (Null) <br />Basin E Flaws Into Ditch 5A <br />Structure #26 (Erodible Chann <br />Ditch 5A Flows into Culvert P-2 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Width (ft) Sideslope Sideslope Slope (%) Manning's n <br />Mult. x <br />Velocity <br />Ratio Ratio <br />Depth (ft} % of Depth (VXD) <br />(fps) <br />3.00 2.0:1 3.0:1 2.0 0.0250 <br />0.30 <br />6.0 <br />Erodible Channel Results: <br />Structure #27 6ulvert,� <br />Culvert P-2 Flows into Ditch 5A <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />20.00 2.00 0.0240 4.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 1.19 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #28 (Vegetated Channel <br />Ditch 5A * Flows into Culvert C-9 <br />Filename: Basin A- Pond - Basin E.sc4 <br />Printed 10-21-2015 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />1.19 cfs <br />Depth: <br />0.16 ft 0.46 ft <br />Top Width: <br />3.78 ft 5.28 ft <br />Velocity: <br />2.25 fps <br />X -Section Area; <br />0.53 scl ft <br />Hydraulic Radius: <br />0.138 ft <br />Froude Number: <br />1.06 <br />Structure #27 6ulvert,� <br />Culvert P-2 Flows into Ditch 5A <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />20.00 2.00 0.0240 4.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 1.19 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #28 (Vegetated Channel <br />Ditch 5A * Flows into Culvert C-9 <br />Filename: Basin A- Pond - Basin E.sc4 <br />Printed 10-21-2015 <br />
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