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WSP07315
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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 />11 <br /> <br />At the anticipated level of usage of the increase in maximum flow (see Table <br />4), no impacts should occur to the terrestrial or aquatic resources below the <br />dam. Sustained use of flows at the 25,000 cfs level would cause vegetation <br />currently existing in the 20,000 to 25,000 cfs zone to show some stress from <br />inundation. Limited use is made of this area for nesting, but the vegetation <br />does provide substrate for insect production and for feeding of terrestrial <br />species. Marsh habitats will be temporarily expanded as water seeps into <br />existing backwaters and reattachment areas. Nearshore aquatic habitats will <br />shift in location and size as the maximum flow level is increased, but this <br />should not impact the short-term survival of individual species. No <br />additional erosion of marsh or riparian zones is anticipated to occur. <br /> <br />Some individuals have argued that an increase in the maximum flow constraint <br />will lead to increased exchanges of river water with low velocity backwaters, <br />and a corresponding change in backwater temperatures. This outcome is more <br />easily postulated when changing from steady flow conditions. Under <br />fluctuating flow conditions, the extent of differential backwater warming <br />effects remains to be established. In addition, only small numbers of <br />backwaters exist at the present time (only one in the reach near the mouth of <br />the LCR). These backwaters are associated with reattachment bars. Once a <br />reattachment bar is submerged, the exchange rate of water and temperature <br />between the river and the backwater increases. Reattachment bars are normally <br />submerged at flows of 20,000 cfs. Since these bars are submerged at 20,000 <br />cfs, they are also submerged at 25,000 cfs. <br /> <br />Y. <br /> <br />CONCLUSIONS <br /> <br />If the duration of flows between 20,000 and 25,000 cfs is at a low level, and <br />the occurrences are infrequent, then no significant or measurable impacts <br />would occur compared to conditions under interim flows. To the extent that <br />impacts do occur they are not expected to be adverse. <br /> <br />Since all canyon resources are linked to sediment, sediment is the key <br />indicator resource. Based on the analysis by Randle, Strand, and Streifel <br />(1993), a maximum flow criteria of 25,000 cfs does not appear to significantly <br />increase the rate of sand transport in the Grand Canyon. <br /> <br />Occasional flows between 20,000 and 25,000 cfs may result in minor and <br />localized beach building and provide water to marsh habitats. <br /> <br />With the information presently available, the increase in the up-ramping rate <br />from 2,500 cfs/hour to 4,000 cfs/hour and the increase in maximum flow from <br />20,000 cfs to 25,000 cfs would not lead to long-term degradation of the gains <br />made during interim operations for canyon resources. <br /> <br />The final EIS preferred alternative would result in substantial benefits to <br />canyon resources over the short and long term when compared with the no action <br />alternative. Therefore, the final EIS preferred alternative meets the full <br />spirit and intent of the Grand Canyon Protection Act. <br /> <br />At the present, we see little evidence that backwater warming will be affected <br />by the. envisioned increases in either the upramp.rate.or the maximum flow <br />
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