My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSPC03736
CWCB
>
Water Supply Protection
>
Backfile
>
16000-16999
>
WSPC03736
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 11:36:08 AM
Creation date
10/9/2006 4:09:58 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.100
Description
Colorado River Computer Models - Colorado River Simulation System - Reclamation - CORSIM
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
7/1/1973
Author
Richard W Ribbens
Title
Program NWO1 - River Network Program - Users Manual
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.
/
139
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 />00205Q <br /> <br />. <br /> <br />Reservoir Inputs - ~lu1tiple Reservoir Operations (Card Types 4-1, <br />9-1, 9-3) <br /> <br />When the segment data and reservoir status results in at least <br />two available reservoirs, the problem of allocating water from <br />storage from each to meet demands arises. This is resolved <br />by using the release rule code, IRRCO, on the 9-1 Card. The <br />following options are available: <br /> <br />IRRCO=l, percentage allocation. - The percentages contained <br />on the segment Card 4-1 are used to distribute releases <br />among the reservoirs. If for any reason one of the <br />reservoirs cannot make its release, a shortage will exist <br />which is not met by increasing releases from the remaining <br />reservoirs. <br /> <br />. <br /> <br />IRRCO=2, balanced operation. - The philosophy used is that <br />releases are to be made to keep the same percentage of the <br />normal operating zone's capacity full (i.e., Zone II, <br />extending from the top of dead storage to the spillway <br />crest). This concept will be clarified by considering the <br />computational approach. <br /> <br />First, the ratio of the water available above the dead <br />storage level, including that in the banks, to the total <br />amount. of water in the normal operating zone is computed <br />for each reservoir as: <br /> <br />RATIO = <br /> <br />(V-Vos) (l+BANK) <br />(VSC-Vos) (l+BANK) <br /> <br />from which <br /> <br />RATIO = <br /> <br />~~~ <br />(VSC-VOS) <br /> <br />(4) <br /> <br />where RATIO is the portion of the normal <br />zone filled <br /> <br />(dimensionless) <br /> <br />V is the existing surface storage <br />volume (L3) <br /> <br />VOS is the dead storage volume (L3) <br /> <br />VSC is the spillway crest volume (L3) <br /> <br />. <br /> <br />2-8 <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.