My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP08158
CWCB
>
Water Supply Protection
>
Backfile
>
8001-9000
>
WSP08158
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:30:22 PM
Creation date
10/12/2006 2:47:11 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
1/1/1991
Title
Colorado River Basin Rangeland Salinity Control Project - State of Utah
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.
/
19
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 /> <br />~ . 11 <br /> <br />~ content by weight to verify field estimates. During this <br />~ reconnaissance the augmented team characterizes and identifies <br />00 areas in need of land treatment and characterizes areas with no <br />~. need or little potential for nonpoint source pollution control. <br />This process is called targeting. A target area is defined as lan~ <br />that would not respond to the current level.of management, w()uld' <br />not improve if all livestock use was excluded from the area anQ is <br />yielding offsite nonpoint source salt and sediment pollution to t~e <br />Colorado River Basin. <br /> <br />I <br />! <br />i <br />I <br />j <br />~ <br />., <br /> <br />During the second week there is usually a necessity of conducting <br />a project orientation session and PSIAC (1968) training sess~on fOr <br />the field managers and field technical specialists. Thisgenerally <br />takes about one hour to explain the purpose,: procedures and. <br />anticipated results of the rangeland salinity project. Then about <br />two to three hours is spent in a detailed explanation of the.PSI~C <br />(1968) procedure and how it is used in a geomorphic unit analysis. <br />This is followed by a field session in one of the typically good <br />condition areas of the watershed. Early in the second day, <br />decisions should be made regarding the preliminary division'of the <br />watershed into geomorphic units based on management quality, <br />. rangeland condition, geology, soils, climate and other pertinent <br />'parameters.. The rest of the second day through the fourth day.are <br />spent in verifying the geomorphic divisions and obtainingPSIAC <br />(1968) for the Present, FWOP and FWP conditions for the various <br />geomorphic divisions. Land treatment practicesandjor a <br />coordinated resource management plan should be proposed during the. <br />FWP condition modelling. Before the fifth day, a preliminatymap <br />of the geomorphic areas of the watershed should be prepared with <br />emphasis on the high salinity yielding target areas for. iand <br />treatment planning, rangeland condition and the. sediment yield <br />values for the. various shouldbesu1lll\\arized.On the fj,fthday <br />there should be an exit conference with themanagersandf~l!i\ld <br />techn'ieal specialists to..present a sU1lll\\aryof the prelimin~y <br />results of the field work. At this conference finalconcu~renc~ . <br />should be reached on the general character of the geomorph~cunits <br />the boundaries of the geomorphic unitlil and the general cOntent of. . <br />the final report. Experience has shown that the above.work <br />scenario for the second week can be accomplished in the time <br />allotted, although it may require some night work on the p.rt of <br />the primary team members. <br /> <br />The third week is a data processing week in which the detailed <br />parameters of the watershed are developed. Some of the pettinent : <br />parameters are as follows: (1) digitizing .of the drainage areas 0$ <br />the subwatersheds, (2) digitizing of the geomorphic unit drainage .. <br />areas, (3) calculation of storm flow hydrology for the <br />subwatersheds, (4) calculations of sediment and salt yield' for the'. <br />geomorphic units (salt content was estimated as a percent of the . <br />sediment yield, (5) routing of the sediment and salt yie14s from <br />the geomorphic units to major perennial stream channels, (6) <br />calculation of the economics of proposed land treatment in the <br />target areas, (7) calculation of salinity cost effectiveness, . (8). <br />preparation of geomorphic unit maps with sediment yield rates,map~ <br />, <br /> <br /> <br />.< <br />.~ <br /> <br />,:>: <br />, <br /> <br />:~,; <br />, <br /> <br />.;) <br /> <br />:"< <br />-.'.' <br />,;:,:~ <br /> <br />tJJ... <br />r:~ <br />;:~ <br />'-.;', <br />" <br />." <br /> <br />">:. <br />., <br />?'.~ <br />:;1 <br /> <br />~ <br /> <br />~ <br /> <br />;-.,; <br /> <br />"'J <br /> <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.