My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP07128
CWCB
>
Water Supply Protection
>
Backfile
>
7001-8000
>
WSP07128
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:25:51 PM
Creation date
10/12/2006 2:06:18 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.09A
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
2/13/1990
Title
Draft GCES Research Flow Plan
Water Supply Pro - Doc Type
EIS
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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 /> <br />. FEB 05 .00 l7:3~ <br /> <br />p.1S <br /> <br />JUSTIFICATION FOR RESEARCH DISCHARGES <br /> <br />The Research Plan presents a series of null hypotheses that <br />should be tested through collection of data about the driving <br />variable and response variable. These relationships can also be <br />interpreted by developing a set of resconse curves. Response <br />curves are commonly used in ecol09ical ri~k a~geggments. The ~ <br />Glen Canyon Environmental Studies are, in part, a risk assessment <br />in that they attempt to evaluate the level of risk each resource <br />in the Canyon may be exposed to under a particular perturbation. <br />In this case, the perturbations are the discharge regimes that <br />operation. of the dam create, as well as other human activities. <br /> <br />A response curve relates the variable (y) at ~~Sk, for example, <br />beach face topography or sedimene volume to some perturbation <br />(xl. for example, magnitude of discharge fluctuation or human <br />camping activity. In order to develop a minimal "curve" and to <br />have sufficient data to test the null hypotheses ~resented in the <br />Research Plan, the perturbation (x) axis should have a minimum of <br />three points and the sample size should be sufficient to allow <br />adequate statistical tests. In some cases it may be impossible <br />to collect a sufficient number of samples to ensure the <br />statistical reliability of the pattern observed. In this case, <br />the statistical tests and the response curves with regression <br />lines and variances may just show trends, a level of analysis <br />probably sufficient for management decisions. <br /> <br />Response by a Canyon resource to a perturbation must be <br />determined over time. One day of a particular fluctuating <br />discharqe or one day's camping activity is insufficient to <br />develOp a pattern or repetition of response. There is a periOd <br />in which the system must reach an "eqUilibrium" with a particular <br />perturbation, especially with discharges. After this, the <br />response of a resource can be measured. If the perturbation <br />variea in an unpredictable and random fashion, as is the case <br />with discharqes and human activity, there is a need for <br />experimental conditions as well as a control. For fluctuating <br />discharqes, the experimental conditions are controlled research <br />discharges that will equilibrate within the system, and the <br />controls are constant discharges with the same daily volume as <br />the fluctuating discharges. Responses of resources to normal <br />operation fluctuating discharqes, which are highly variable, will <br />be compared with responses to controlled fluctuating discharges <br />and constant discharges. <br /> <br />Human activity will always be random at any of the tests sites, <br />thus establishment of control sites is essential. Paired control <br />sites will have no human activity. This will be the equivalent <br />to no fluctuations (constant discharge) in fluctuating discharge <br />studies. <br /> <br />1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.