My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP12188
CWCB
>
Water Supply Protection
>
Backfile
>
12000-12999
>
WSP12188
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:20:12 PM
Creation date
10/12/2006 5:25:49 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.600.10
Description
John Martin Reservoir - Operation Studies
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1972
Author
Duane Helton
Title
An Optimization Study of John Martin Reservoir Operation by Duane Dean Helton -- thesis
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.
/
93
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 />':-}:;f: <br /> <br /><:) <br />J <br />W <br /> <br />27 <br /> <br />(:' <br /> <br />John Martin Dam, Lamar, and Holly; and monthly pan <br /> <br />W <br />-..J <br /> <br />evaporation measured at John Martin Dam as the inde- <br /> <br />pendent variables. Degree-days were defined as the <br /> <br />accumulated daily amounts that result from subtracting <br /> <br />32 degrees from the mean daily air temperature in <br /> <br />degrees Fahrenheit. The precipitation and evaporation <br /> <br />data were obtained from USWB records. The regression <br /> <br />follows. <br /> <br />DR = 59.335 (DD) - 4334.6 (AVPRCP) - 27,703 <br /> <br />where DR <br /> <br />= monthly diversion requirement in <br /> <br />acre-feet <br /> <br />DD = degree-days in degrees Fahrenheit <br /> <br />AVPRCP = average of precipitation measured at <br /> <br />the three locations in inches <br /> <br />The pan evaporation term was not statistically <br /> <br />significant at the 95 percent confidence level. The <br /> <br />correlation coefficient of the regression was 0.968, <br /> <br />and the standard error of estimate was 4,504 acre-feet <br /> <br />per month. <br /> <br />The reservoir operation was simulated using the <br /> <br />above equation to determine the monthly release rates. <br /> <br />The results of the operation simulation are summarized <br />
The URL can be used to link to this page
Your browser does not support the video tag.