My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-03-24_PERMIT FILE - C1981019 (98)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981019
>
2020-03-24_PERMIT FILE - C1981019 (98)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/11/2020 4:47:00 PM
Creation date
5/11/2020 4:41:40 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
3/24/2020
Doc Name
Streeter Gulch Ditch, SW Tributary to Streeter & SE Tributary to Street Channel Designs (Permanent)
Type & Sequence
TR135
Section_Exhibit Name
Exhibit 07 Item 14 Appendix Exh7-14E
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.
/
23
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 /> (`nn,rinht 10Q1:1_9Mf1 Pnmcla I Crhumh <br /> 14 <br /> Structure #10 (Vegetated Channel) <br /> Streeter Ditch 45+00 to 80+00 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> Bottom g Retardance Freeboard Freeboard <br /> Width(ft) Sideslope Sideslope Slope(%) Velocity o Mult.x Velocity <br /> Ratio Ratio Depth(ft) /o of Depth (VxD) (fps) <br /> 12.00 3.0:1 3.0:1 2.0 D, B 7.0 <br /> Vegetated Channel Results: <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 214.60 cfs 214.60 cfs <br /> Depth: 1.57 ft 2.08 ft <br /> Top Width: 21.43 ft 24.47 ft <br /> Velocity: 8.17 fps 5.66 fps <br /> X-Section Area: 26.26 sq ft 37.92 sq ft <br /> Hydraulic Radius: 1.197 ft 1.508 ft <br /> Froude Number: 1.30 0.80 <br /> Roughness Coefficient: 0.0291 0.0489 <br /> Structure #7(Riprap Channel) <br /> Streeter Ditch 25+00 to 45+00 <br /> Streeter Ditch 25+00 to 45+00 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left RightFreeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mult.x <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) <br /> 12.00 3.0:1 3.0:1 2.0 <br /> Riprap Channel Results: <br /> PADER Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 218.93 cfs <br /> Depth: 1.89 ft <br /> Filename: Exhibit 7-14E Streeter Ditch 100 Yr 24 Hr.sc4 Printed 02-10-2020 <br />
The URL can be used to link to this page
Your browser does not support the video tag.