My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-10-02_REVISION - C1981018 (2)
DRMS
>
Day Forward
>
Revision
>
Coal
>
C1981018
>
2020-10-02_REVISION - C1981018 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2025 3:37:28 AM
Creation date
10/5/2020 9:45:18 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Revision
Doc Date
10/2/2020
Doc Name
Adequacy Review Response
From
Blue Mountain Energy
To
DRMS
Type & Sequence
MR178
Email Name
CCW
JDM
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
145
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
SEDCAD 4 for Windows <br /> 30 <br /> w/o Freeboard w/Freeboard <br /> Velocity: 3.57 fps <br /> X-Section Area: 1.61 sq ft <br /> Hydraulic Radius: 0.292 ft <br /> Froude Number: 1.15 <br /> Structure#10 6 rod1ble Channe/� <br /> Contour channel-2nd lowest of 3rd lowest south <br /> Triangular Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Left Right I Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Manning's n j Mult.x Velocity <br /> Ratio Ratio Depth(ft) %of Depth (VxD) (fps) <br /> 6.01 3.0:1 2.7 0.0300` 1.00 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 8.67 cfs <br /> Depth: 0.69 rt 1.69 ft <br /> Top V7idth: 6.25 ft 15.25 ft <br /> Velocity: 4.00 fps <br /> X-Section Area: 2.17 sq ft <br /> Hydraulic Radius: 0.339 ft <br /> Froude Number: 1.20 <br /> Structure#9 65rodlble Channel1 <br /> Contour channel-lowest segment of 3rd lowest south <br /> Triangular Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Left Right Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Manning's n Mult.x Velocity <br /> Ratio Ratio Depth(ft) %of Depth (V)O) (fps) <br /> 6.0:1 3.0:1 2.8 0.0300 1.00 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 15.07 cfs <br /> Depth: 0.85 ft 1.85 it <br /> Filename:10 Year RPA Hyrdology and Sedimentology sc4 Printed 09-15-2020 <br /> Blue Mountain Energy 32 Illustration 60 Addendum 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.