My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7906
CWCB
>
UCREFRP
>
Public
>
7906
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:31 PM
Creation date
5/22/2009 6:49:34 PM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
7906
Author
Upper Colorado River Basin Instream Flow Team.
Title
Green River, Determination of Flow Needs Using the Physical Habitat Simulation System (PHABSIM) in the Green River, Utah - Draft.
USFW Year
1988.
USFW - Doc Type
\
Copyright Material
NO
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
43
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
life stage was assigned a "C-" because of the small sample size (n=21) and <br />limited number of spawning sites. The razorback sucker curve sets were <br />both given a "C" rating, presumably because of small sample size (n ranges <br />from 11 to 32). The ratings are not intended to down grade the curves, <br />but rather they serve as a precaution until further data is collected and <br />existing curves are improved. <br />5. Hydraulic Simulation <br />Knowledge of the magnitude and spatial distribution of point <br />velocities is often essential to biological analysis of riverine <br />environments. The primary purpose of incorporating incremental hydraulic <br />simulation modeling into a study is to make the most efficient use of <br />limited field observations to describe the occurrence of depths and <br />velocities under a broad range of unobserved streamflow conditions. The <br />object of a hydraulic model is to predict: 1) velocities at the selected <br />verticals and the associated cells and 2) water surface elevations at the <br />cross sections, from which depths at the verticals may be determined by <br />subtraction of the bed elevations. The available substrate is then <br />determined by the width of flow over the defined substrate types. <br />In this analysis, the WSE14S, water surface elevation stand alone <br />program, is used to predict the water surface elevations (WSEs) at each <br />cross section at flows of interest based on a regression of the WSEs and <br />discharge measurements collected throughout the summer. The accuracy of <br />the hydraulic simulations is evaluated by the ratio between discharge from <br />the collected field measurements and the discharge simulated by the model. <br />This ratio should range between 0.9 and 1.1 for an acceptable calibration. <br />17 <br />
The URL can be used to link to this page
Your browser does not support the video tag.