My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSPC06848
CWCB
>
Water Supply Protection
>
Backfile
>
19000-19999
>
WSPC06848
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/29/2009 9:40:16 PM
Creation date
10/9/2006 6:06:22 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.200
Description
Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System-Ray
State
CO
Water Division
5
Date
2/17/1994
Title
PRYSH-Requirements for a Colorado River Policy and Planning Model to Replace the CRSS-Draft
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.
/
56
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 />GGJZ04 <br /> <br />ET" = ET.1_I <br /> <br />Vs 1 <br />+ ---'- <br />k <br /> <br />(6) <br /> <br />elevations (E..I) greater than the base elevation (En) of a particular volume-elevation polynomial. <br />the fraction of sediment deposited below En is given as <br /> <br />1. . <br />F = - L a;A , <br />100 i.() <br /> <br />(7) <br /> <br />where the llo = -0.12446880. a! = 0,22321191. a, = 0.19518545 '1O't, a3 = -0,24313067-10", <br />a. = -0.36516368'10.5. lis = 0.47607731'10'7. a. = -0,20394540'10.9. and A is the percent of <br />reservoir depth given by <br /> <br />E - E <br />A = 100 B T .1 <br />E,_, - ET" <br /> <br />(8) <br /> <br />The modification to the volume-elevation coefficient, C,. is then given as <br /> <br />CII = Cu_! - F,VsI + V sdead,t <br /> <br />(9) <br /> <br />where V""",.., is the volume of sediment that accumulates in the dead storage pool for time step <br />t and is given by <br /> <br />v sdead,t = F' VSI <br /> <br />(10) <br /> <br />when En is the base elevation corresponding to the top of dead storage, <br /> <br />For beginning elevations (E..I) less than En. the same equations apply except that F=l.O. <br /> <br />2, HYDROELECTRIC GENERATION AND CAPACTIY <br /> <br />The model will compute the energy generation and power capacity of each powerplant on a <br />monthly basis, At least two methods will be employed: one will assume that the powerplant <br />operates at maximum horsepower (peak power) at all times (currently used for the Upper Basin <br />reservoirs in CRSS) and the other will assume that the powerplant can operate at two levels _ <br />peak and off-peak (currently used for the Lower Basin reservoirs in CRSS). Both methods will <br />employ an iterative scheme to account for the effect of tailwater on the peak flow, <br /> <br />Flow as a function of static head (fore bay elevation - tailrace elevation) will be represented as <br /> <br />6 <br /> <br />DRAFr: February 17, 1994 <br />
The URL can be used to link to this page
Your browser does not support the video tag.