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Last modified
1/26/2010 2:26:46 PM
Creation date
10/12/2006 2:15:15 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.09B
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
4/1/1995
Title
Comments re: Operation of Glen Canyon Dam Final Environmental Impact Statement
Water Supply Pro - Doc Type
EIS
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<br />12 <br /> <br />criteria. <br /> <br />Based on the all available information, the changes to the preferred <br />alternative between the draft and final EIS would not result in a significant <br />long-term impacts. The magnitude of any impacts that do occur would likely be <br />less than that caused by the variability in tributary flow. <br /> <br />Some individuals have asserted that changing both the upramp rate and the <br />maximum flow constraint at the same time is a poor experimental design. <br />Viewed from the purely scientific viewpoint, it would be better to change <br />variables one at a time in a controlled experiment. However, there are <br />already many uncontrolled variables, and the interests lie in measuring the <br />possible resource impact, if any, which might result from jointly changing <br />both criteria. As described in this document, the best available information <br />indicates that the long-term impact of changing both criteria at once will be <br />difficult, if not impossible to detect. <br /> <br />Even though both parameters would be changed at the same time, for 8 months of <br />an 8.23 maf year only the upramp would be used. The ability to operationally <br />exceed 20,000 cfs only exists in months in which releases are in excess of <br />900,000 acre feet. In a minimum release year, the most probable months that <br />increases above 20,000 cfs would occur are December, January, July and August. <br />Evaluation of the upramp rate effects can be initiated immediately with <br />evaluation of. the increases in maximum flow relegated to the months with the <br />highest volumes. <br /> <br />The changes in operations discussed above will be monitored as part of the <br />Adaptive Management Program, and future changes in operations will be made if <br />the scientific evidence supports it. <br /> <br />VI. LITERATURE CITED <br /> <br />Ayers, A.D. and T. McKinney. 1995. Draft Final Report. Effects of different <br />flow regimes on Periphyton standing crop and organic matter and nutrient <br />loading rates for the Glen Canyon Dam Tailwater to Lees Ferry. Glen Canyon <br />Environmental Studies, Report WAQ0300. Arizona Game and Fish Department. <br /> <br />Beus, S. and C. Avery. 1993. The influence of variable discharge regimes on <br />Colorado River sand bars below Glen Canyon Dam. Glen Canyon Environmental <br />Studies, Report PHYOI0l, Chapters 1 through 7. Northern Arizona University, <br />Flagstaff, AZ <br /> <br />Beus, S., M.A. Kaplinski, J.E. Hazel, L. A. Tedrow, and L. H. Kearsley. 1995. <br />Monitoring the effects of interim flows from Glen Canyon Dam on sand bar <br />dynamics and campsite size in the Colorado River corridor, Grand Canyon <br />National Park, AZ. Glen Canyon Environmental Studies, Report PHY 0112. <br />Northern Arizona University, Flagstaff, AZ <br /> <br />Budhu, M and R. Gobin. 1994. Monitoring of sand bar instability during the <br />interim flows: a seepage erosion approach. Glen Canyon Environmental <br />Studies, Report PHY 0400. University of Arizona, Tucson, AZ <br />
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