My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP00979
CWCB
>
Water Supply Protection
>
Backfile
>
1001-2000
>
WSP00979
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:28:41 PM
Creation date
10/11/2006 10:04:41 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10.A
Description
Colorado River-Water Projects-Glen Canyon Dam/Lake Powell-Glen Canyon Adaptive Management-AMWG
State
AZ
Basin
Colorado Mainstem
Water Division
5
Date
3/3/2004
Author
USGS
Title
AMWG Meeting Attachments-March 3-4 2004-Computation and Analysis of the Instantaneous Discharge Record for the Colorado River at Lees Ferry-Arizona May 8 1921-Sep 30 2000
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.
/
116
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 /> 240,000 <br /> 220,000 <br /> 200,000 <br />0 180,000 <br />z <br />0 <br />0 160,000 <br />w <br />en <br />0:: <br />lU 140,000 <br />tL <br />I- <br />lU <br />lU <br />LL 120,000 <br />0 <br />iii <br />::> 100,000 <br />0 <br />z <br />LLi 80,000 <br />CD <br />0:: <br /><( <br />I <br />0 60,000 <br />en <br />(5 <br /> 40,000 <br /> 20,000 <br /> 0 <br /> 5 <br /> <br />SECOND REVERSAL IN CURVATURE <br />IMPOSED BY GATEWOOD AND HUNTER <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />t <br /> <br />~ <br /> <br /> <br />REVERSAL IN CURVATURE <br /> <br />10 15 20 25 30 <br />STAGE MEASURED AT THE LEES FERRY GAGE, IN FEET <br /> <br />EXPLANATION <br />o WATER-YEAR 1921-22 DATA AT LEES FERRY <br /> <br />o ORIGINAL PUBLISHED PEAK DISCHARGE OF THE JUNE 1921 FLOOD <br />AT THE TOPOCK GAGING STATION <br />SMOOTHED CURVE FIT TO WATER-YEAR 1921-22 LEES FERRY DATA <br />- - LEES FERRY RATING CURVE OF GATEWOOD AND HUNTER <br /> <br />II RANGE OF UNCERTAINTY IN THE PEAK DISCHARGE OF THE JUNE 1921 <br />FLOOD AT THE YUMA GAGING STATION <br /> <br />35 <br /> <br />. PROBABLE COMBINED DISCHARGE OF THE UPPER COLORADO, <br />GREEN, AND SAN JUAN RIVERS CONTRIBUTING TO THE PEAK DISCHARGE <br />OFTHE JUNE 1921 FLOOD AT LEES FERRY <br /> <br />Figur. 7. Comparison of the stage.discharge rating curve defined by the discharge measurements made during water.years 1921-22 <br />with the revised stage.discharge rating curve of Gatewood and Hunter (unpublished U,S, Geologicai Survey report, 1938), Though their <br />revised curve plotted slightly high relative to the measurements at stages of 18 to 20 feet, they corrected for this in their revision of the <br />1922-26 data by usin9 the shlfting.control method, Also shown are: the original published peak June 22, 1921, discharge o1the <br />Colorado River at the T opock gaging station; the peak June 27, 1921, discharge (with uncertaintyl o1the Colorado River a1the Yuma <br />gaging station; and the probable combined discharge o1the upper Colorado, Green, and San Juan Rivers contributing to the June 18, <br />1921, peak at lees Ferry, <br /> <br />.1'!~" <br /> <br />20 Computation and Analysis of the Instant8neous~Discharge Record for the Colorado River at Loes Ferry, Arizona-May 8, 1921, through September 30, 2000 <br />
The URL can be used to link to this page
Your browser does not support the video tag.