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Last modified
1/26/2010 4:16:24 PM
Creation date
7/24/2007 2:54:17 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.102.01.H
Description
Colorado River - Water Projects - Aspinall Storage Unit - General - Operation Studies
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
8/1/2003
Author
LaGory - Tomasko - Hayse
Title
Evaluating the Effects of Aspinall Unit Release Strategies on Endangered Fish Habitat in the Lower Gunnison River - Draft - 08-01-03
Water Supply Pro - Doc Type
Report/Study
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<br />Draft - Do Not Cite <br /> <br />31 <br /> <br />OOJ355 <br /> <br />August 2003 <br /> <br />Western D, respectively). The mean number of days in which half-bankfull flows would be <br />exceeded for the period 1978 through 1997 (the period that served as the basis for the <br />recommendations presented in Table 2) under the Western and Reclamation scenario are all <br />greater than the FWS recommended mean value of 20 days per year for the same time period. <br />Half-bankfull flows would be exceeded about every 2 years for each of the scenarios (12 to 13 <br />years out of26 years). <br /> <br />The number of days per year that flows would exceed bankfull conditions (14,350 cfs) at <br />the Grand Junction gage are presented in Table 10 for the six flow scenarios. The long-term <br />means for the periods 1975 through 2000 and 1978 through 1997 are also presented to allow <br />comparison with the FWS flow recommendations (as pr~ented in Table 2). All Western <br />scenarios would result in more days above bankfull flow than either the gage or Reclamation <br />scenarios. For the period 1978 through 1997 (the period that served as the basis for the <br />recommendations presented in Table 2), all of the Western scenarios would exceed the 4-day <br />recommended mean above bankfull flow. The Reclamation scenario would approximate that <br />recommendation but fall somewhat short (3.9 day/year mean). The return period for bankfull <br />flows under the Western scenarios would be shorter than either the gage or Reclamation <br />scenarios. (range 2.6 to 4.3 years for Western scenarios; 5.2 and 6.5 years for gage and <br />Reclamation scenarios). <br /> <br />3.4.1.2 FWS Instantaneous Peak Flow Recommendations <br /> <br />Figure 17 shows the percent of years that FWS targets for instantaneous peak flow at the <br />Grand Junction gage would be achieved under the six scenarios evaluated. These values are very <br />similar for all scenarios for targets at half-bankfull flow (8,070) or below. For higher <br />instantaneous peak flows, the Western scenarios (especially Western C and D) would tend to <br />achieve these targets more frequently. <br />
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