My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7423
CWCB
>
UCREFRP
>
Public
>
7423
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:30 PM
Creation date
5/20/2009 10:44:51 AM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
7423
Author
U.S. Bureau of Reclamation.
Title
Glen Canyon Environmental Studies Draft Report, September 1987.
USFW Year
1987.
USFW - Doc Type
Washington, D.C.
Copyright Material
NO
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
357
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 />.1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br /> <br />Water temperature varied seasonally: near freezing in <br />December and January and reaching a peak of near 80 <br />degrees F in July and August. The pattern of water <br />temperatures did not substantially change from year <br />to year even when volume of flow was greatly different. <br /> <br />Post-Dam River Flows Fluctuate Frequently, Carry <br />Little Sediment, And Are Colder <br /> <br />The pattern of post-dam flows is much different. <br />Seasonal changes in flow magnitude, temperature, and <br />sediment load are much less. However, daily <br />fluctuations in flow are much greater. Flow regulation <br />reduced the average annual peak flow from about 93,000 <br />cfs in the pre-dam era to about 29,000 cfs for the <br />period 1963 to 1980, when Lake Powell was being filled. <br />During a representative post-dam, low-runoff year <br />(1982, 8.3 maf) , peak flow remained below the <br />powerplant capacity of 31,500 cfs (Figure IV-2). Daily <br />flows were released in response to power demand, <br />changing by as much as 20,000 cfs in a 24-hour period, <br />and resembling the pattern of daily releases shown in <br />Figure V-3. Flow was in the range of 16,000 to 27,500 <br />cfs for 25 percent of the year, 10,000 to 16,000 cfs <br />for 34 percent of the year, and below 10,000 for 42 <br />percent of the year. Annual flow volume past Lees <br />Ferry ranged from 2.4 to 20.5 maf. <br /> <br />In contrast, during the high-water year of 1986 (16.6 <br />maf) , the river outlet works were used to bypass the <br />powerplant, releasing excess runoff, and daily flows <br />reached 51,600 cfs (Figure IV-2). Flows exceeded <br />31,500 cfs for 42 days in May and June. Flows fluc- <br />tuated during the rest of the year, but remained above <br />16,000 cfs about 70 percent of the time. <br /> <br />All sediment from upstream of the dam is now trapped in <br />Lake Powell, drastically reducing the sediment load of <br />post-dam flows. Annual suspended sediment load at Lees <br />Ferry, which is upstream of any major tributary, is <br />estimated to have been 0.4 million tons in 1982 and in <br />1986, a decrease of about 99.5 percent from pre-dam <br />conditions. Virtually all the sediment added to the <br />system must now be delivered by tributaries below Lees <br />Ferry. (Note the change in the axis scale for sediment <br />between Figures IV-1 and IV-2.) <br /> <br />25 <br />
The URL can be used to link to this page
Your browser does not support the video tag.