My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP01027
CWCB
>
Water Supply Protection
>
Backfile
>
1001-2000
>
WSP01027
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:28:58 PM
Creation date
10/11/2006 10:06:33 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Gunnison River Basin General Publications - Correspondence - Reports
State
CO
Basin
Gunnison
Water Division
4
Date
8/5/1992
Author
Unknown
Title
Gunnison Basin Models - Planning Model - 1991-1992 - Training Materials - User Session Descriptions 1-6
Water Supply Pro - Doc Type
Data
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
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 />ODnZ7Q <br /> <br /> <br />Step-by-Step Description of Session No.2 <br /> <br />A. Steps proposed by Mike Gross: <br /> <br />Mike labelled this approach the "Compare Scenarios Method, " as opposed to a special <br />utility which he called the "Augmentation Analysis Mode. " <br /> <br />1. Locate demand point. <br /> <br />4. Run baseline and save hydrographfor selected rights. <br /> <br /> <br />2, Build demand criteria/file. <br /> <br />3, Identify storage pool and reservoir operating criteria. <br /> <br />5. Create second baseline with new reservoir operating criteria. <br /> <br />6, Compare impacts at select locations and total. <br /> <br />Mike's notes included: Problems -- (1) Don't know whether impact is natural shortage. <br />(2) How to separate beneficiaries from non-beneficiaries. <br /> <br />;;', <br /> <br />B. <br /> <br />Steps proposed by Randy Seaholm: <br /> <br />/.s.: <br /> <br />,'.! <br /> <br />1. <br /> <br />Select Edit. (Objective is to set a designfiow at a specific node point, <br />hold it constant and then see how the system can be optimized to meet <br />that hydrograph. Therefore, the program must be able to define a flow <br />regime at a node point and hold it constant.) <br /> <br />;; <br /> <br />;:"1 <br /> <br />2.a. Input point hydrograph, or <br /> <br />2.b. Input contract release from Blue Mesa. <br /> <br /> <br />3. Select hydrology and demands. <br /> <br />4. Optimize constrained by water rights priorities and rules. <br /> <br />5. If bust, ability to change certain rules/priorities is required. <br /> <br />6. Outputs: <br /> <br />a. Contract release. <br /> <br /> <br />b. Replacement pool. <br /> <br />c. Calling right, amount, admin #, location (who <br />benefits) . <br /> <br /> <br />d. Flow at gages. <br /> <br />7, Compare input changes. <br /> <br />1.;>' <br /> <br />'" .).~.-.' <br /> <br />-~~-&'~-''''' <br /> <br />< ~~~,jil.:i;..L6._ ~ :,~~~jj <br />
The URL can be used to link to this page
Your browser does not support the video tag.