My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL54610
DRMS
>
Back File Migration
>
General Documents
>
GENERAL54610
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:39:49 PM
Creation date
11/23/2007 9:40:41 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
General Documents
Doc Name
SLOPE STABILITY STUDY HENDERSON MILL TAILING DAM 1 NEAR PARSHALL COLO
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.
/
21
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
l~ <br /> <br /> <br />Woodward-Clyde <br />Cor»taltarrts <br />3.7 USER'S GUIDE AND PRINTOUT OF SLOPE STABILITY FILES <br />Henderson Mill has purchased UTEXA53 and GRAPHICS to facilitate evaluation of <br />the stability of Dam No. 1. To assist Henderson Mill personnel in performing slope <br />stability analyses for the existing study sections, a User's Guide is attached as <br />Appendix A. This guide leads the user through each section of the input file .and how <br />the file should be modified to handle changes in phreatic surface and raisers of the <br />embanloztent. It also describes how to run UTEXAS3 and GRAPHICS including some <br />of the difficulties that can be encountered and how to avoid these. For a comprehensive <br />and detailed description of the various aspects of UTEXAS3 and GRAPHICS, the user <br />documentation provided with the programs should be referred to. <br />.~ <br />_~ <br />~~ <br />~~ <br />~~ <br />~~ <br />~~ <br />Input files that were created for each of the stability analyses presented above are <br />presented in Appendix B. The first five of these input files are for the existing height <br />embankment study sections. Adjacent to the points in these input files that define the <br />phreatic surface at piezometer locations, we have labeled which piezometer these points <br />correspond to. This information should be referred to when making future slope: stability <br />analyses where the phreatic surface is to be shifted in response to changes in pii;zometer <br />water levels. <br />Output files that were created for each of the stability analyses presented above are <br />included in Appendix C. The diagnostics found at the end of several of the output files <br />were examined to confirm the validity of solutions. <br /> <br />u~ni~ m•n-svRrr 3-8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.