My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7807
CWCB
>
UCREFRP
>
Public
>
7807
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:31 PM
Creation date
5/20/2009 10:25:34 AM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
7807
Author
Pick, T. A.
Title
Green River Tributaries Below Flaming Gorge Dam, Peak Flow Analysis.
USFW Year
1996.
USFW - Doc Type
Denver, Colorado.
Copyright Material
NO
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
d. White River near Watson. Utah - GS number -09306500. The gauge has <br />been in operation from 1904-1905, and from 1923-1995. The gauge is reflective <br />of the runoff from 4020 square miles above the gauge. The average annual runoff <br />past.the gauge is 501,600 acre-feet. <br />The records at the gauge are considered fair. The natural flow of river is affected <br />by irrigation for 31,900 acres above the gauge. The diversions should not have an <br />impact on the larger peak flows, for it is doubtful whether the diversions would be <br />in operation during large floods. <br />The annual peak flows vary from a high flow of 8160 ft3/s on July 15, 1994, to <br />the lowest annual peak of 1310 ft3/s on July 25, 1977. The earliest time that the <br />peak flow has occurred during any water year is February 18th (1986). The latest <br />the peak flow has occurred is September 22nd (1961). In general, the peak rate <br />of runoff occurs as the result of snowmelt with a large amount of the peaks <br />occurring in the month of May and early June. <br />Table 7 summarizes the recorded flows for the White River near Watson, Utah, <br />used in the analysis. Table 8 summarizes the results of entering the yearly peak <br />flows into the FREQY computer model, and letting the model compute natural <br />recurrence level flood peaks following the log Pearson Type III methodology, and <br />guidelines in Technical Bulletin 17B. <br />Figure 4 shows the peak natural flow frequency curve for the White River near <br />Watson, Utah. <br />17
The URL can be used to link to this page
Your browser does not support the video tag.