My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP11570
CWCB
>
Water Supply Protection
>
Backfile
>
11000-11999
>
WSP11570
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:18:03 PM
Creation date
10/12/2006 5:03:24 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.807
Description
Arkansas River Compact Administration - Stream Gage Evaluation
Basin
Arkansas
Date
1/1/1980
Author
USGS
Title
Cost-Effective Stream Gaging Strategies for the Lower Colorado River
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
130
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 />I <br /> <br />I <br /> <br />Instantaneous discharge can usually be related to correlative data, <br /> <br />such as the water-surface elevation, water-surface slope, or head and <br /> <br />gate openings in the case of co~~rol structures. The relation between <br /> <br />instantaneous discharge and the correlative data, known as a discharge <br /> <br />rating, is not necessarily constant throughout the life of a stream gaging <br /> <br />station. In standard stream gaging procedures, temporary shifts in the <br /> <br />discharge rating are handled by adjusting the correlative data, while <br /> <br />more persistent shifts are treated by redefinition of the discharge <br /> <br /> <br />rating. In the long run, shifts of either a temporary or relatively <br /> <br /> <br />persistent nature may fluctuate about a more or less steady-state dis- <br /> <br /> <br />charge relation or the discharge relation may have a definite non-stationarity <br /> <br />with respect to time. The latter case is frequently exhibited in alluvial <br /> <br />reaches of a stream downstream from a recently constructed reservoir. <br /> <br />Impoundment of the sediments ,carried by the natural stream causes degradation <br /> <br />of the stream's channel downstream from the reservoir and a concurrent shift <br /> <br />in the relation of discharge to water-surface elevation as the channel erodes. <br /> <br />In such a case the most stable discharge relation may be a function of both <br /> <br />the correlative data and time. <br /> <br />Even though the correlative data and time can be measured much more <br /> <br />precisely than can instantaneous discharge itself, discharge relations <br /> <br /> <br />are not exact. Let the difference between qT(t) and rated discharge, qR(t), <br /> <br /> <br />based on the correlative data and possibly on time, be denoted =2(t). <br /> <br /> <br />Thus measured discharge can be expressed <br /> <br />qM(tJ = qT(tJ + v(tJ = qR(tJ - =2(tJ + v(tJ (2) <br />A typical form of discharge rating is <br />~3 <br />qR(tJ = Co + cl (h(tJ + c2J (3) <br />18 <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />L, <br /> <br />I <br />
The URL can be used to link to this page
Your browser does not support the video tag.