My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP04023
CWCB
>
Water Supply Protection
>
Backfile
>
4001-5000
>
WSP04023
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:53:19 PM
Creation date
10/12/2006 12:05:19 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8272.600.60
Description
Colorado River Basin Salinity Control Program - Basin Member State Info - Utah
Basin
Colorado Mainstem
Water Division
5
Date
7/1/1990
Title
Upper Colorado River Basin Rangeland Salinity Control Project
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
68
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).
Show annotations
View images
View plain text
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br /> <br />N <br />f\) <br />CJl <br />N <br /> <br />entire mass of sediment and salt being issued into the main <br />channels and then into the Colorado River; this sediment slug <br />could result in many years worth of sediment and salt being <br />yielded in a single event, which could cause significant <br />environmental damage to endangered fish species, the Colorado <br />River fishery and potentially destabilize the downstream riparian <br />habitat. <br /> <br />The construction of debris basins within the Mancos Shale <br />geologic rock unit represents a potentially significant <br />environmental risk and would at best be a maintenance intensive <br />measure. Debris basin construction in the Mancos Shale rock unit <br />is not recommended because of the construction costs to build a <br />safe structure in a high-risk geologic hazard construction <br />environment, because of the high operation and maintenance costs <br />and because of the significant environmental hazards involved in <br />an embankment failure. <br /> <br />SEDIMENT AND SALT YIELD SUMMARY: Sediment and salt yield data <br />for each individual geomorphic unit are given in Appendix V, <br />pages 9 and 10. Sediment and salt yield data and calculations <br />for the proposed targeted land treatment acreage are given in <br />Appendix V, page 11. Comparison of natural (geologic) and human <br />accelerated sediment and salt yield data are given in Appendix v, <br />pages 12. Proposed treatment impact and target effect <br />calculations are given in Appendix V, page 13. <br /> <br />The land treatment target effect for the watershed is 7%. That <br />means treatment of 7% of the acreage of the watershed could <br />result in controlling 100% of the human-accelerated sediment and <br />salt yield problems. The proposed treatment could result in the <br />control of an estimated 15,147 acre-feet or 45,440 tons of <br />sediment and 3653 tons of salt. <br /> <br />Proposed land treatment measures in geomorphic units 1 and 2 <br />could control 79% of the human-accelerated SEDIMENT yield <br />problems. <br /> <br />Proposed land treatment measures on geomorphic unit 2 could <br />control 84% of the human-accelerated SALT yield problems. <br /> <br />CONCLUSIONS; During this evaluation the following data and <br />studies were made: <br /> <br />_ sedimentation and salt yield of the watershed was modelled; <br /> <br />_ the source area of natural resource problems was targeted; <br /> <br />_ rangeland conditions were evaluated in a watershed setting; <br /> <br />_ reconnaissance hydrologic modeling of the watershed was <br />completed; <br /> <br />15 <br />
The URL can be used to link to this page
Your browser does not support the video tag.