My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-11-19_PERMIT FILE - C1980007 (33)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1980007
>
2010-11-19_PERMIT FILE - C1980007 (33)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:27:08 PM
Creation date
3/24/2011 10:23:48 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
11/19/2010
Doc Name
100 yr - 24 hr
Section_Exhibit Name
Exhibit 66 RPE Pond
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.
/
57
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 />r.— ... i„hf 1QQA -9nrn P.–.1. i c„ti,.,.K <br />35 <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth <br />(VxD) <br />3.00 1.5:1 1.5:1 26.2 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• structure <br />e 19 Rgrra� Ch�nne /� <br />DRPE -W6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />22.92 cfs <br />Depth: <br />0.68 ft 1.18 ft <br />Top Width: <br />5.03 ft 6.53 ft <br />Velocity: <br />8.43 fps <br />X- Section Area: <br />2.72 sq ft <br />Hydraulic Radius: <br />0.500 ft <br />Froude Number: <br />2.02 <br />Manning's n: <br />0.0570 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />• structure <br />e 19 Rgrra� Ch�nne /� <br />DRPE -W6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope ( %) <br />o Mult. x <br />Ratio Ratio <br />De <br />Dep (ft) /o of Depth (VxD) <br />3.00 1.5:1 1.5:1 10.0 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />is <br />Filename: RPE Pile.sc4 <br />Printed 10 -07 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />23.85 cfs <br />Depth: <br />0.85 ft 1.35 ft <br />Top Width: <br />5.55 ft 7.05 ft <br />Velocity: <br />6.56 fps <br />X- Section Area: <br />3.63 sq ft <br />Hydraulic Radius: <br />0.599 ft <br />Filename: RPE Pile.sc4 <br />Printed 10 -07 -2010 <br />
The URL can be used to link to this page
Your browser does not support the video tag.