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Last modified
1/26/2010 3:15:34 PM
Creation date
10/12/2006 4:39:09 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.09
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
12/21/1994
Author
USDOI-USFWS
Title
Final Biological Opinion-Operation of the GlenCanyon Dam as the Modified Low Fluctuation Flow Alternative of the Final Environmental Impact Statement-Operation of Glen Canyon Dam
Water Supply Pro - Doc Type
Biological Opinion
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<br />The annual volume of water released is influenced by regional hydrology and legal requirements. <br />In general, the types of water years and annual discharge in million acre-feet (mat) are classified <br />as: Low - e.g. 8.23 maf, 1989 (the minimum discharge); Moderate - e.g. 13.6 maf, 1987; <br />and High - e.g. 19.3 maf, 1985. <br /> <br />Low water years are considered normal and.likely to occur. more than 50% of the time. Full <br />pool for Lake. Powell is defined as 1,128 meters (m) and 24:3. ma( of storage. Flood flows <br />(flows greater than 45,000 cfs) are estimated to occur for the No Action Alternative at a rate of <br />1 in 40 years. . <br /> <br />~ <br />i <br />~ <br /> <br />Monthly volumes of releases vary depending on the type of water year and the Annual Operating <br />,Plan. Under other than lrigh water conditions, the greatest monthly releases have historically <br />occurred during peak energy requirement periods (summer and winter). Daily and hourly <br />discharge rates are primarily a function of power generation requirements. Daily fluctuations <br />are generally highest during low volume years (power is generated during high use periods of <br />day and reduced at night to save limited water supply) and decrease as yearly release volumes <br />increase (essentially extending peak period throughout day and into night). <br /> <br />. <br />!' <br /> <br />~'. <br /> <br />;,. <br /> <br />:( <br />" <br /> <br />,. <br /> <br />The MLFF is similar to the original interim operating criteria with the exceptions that it does <br />not include the financial exception criteria allowed under Interim Flows but would include <br />habitat maintenance flows, increased flood protection, higher maximum flows, and increased up- <br />ramping rates (Table 1.). EIS elements common to all alternatives also would be included. <br /> <br />~. <br />..: <br />~ <br />;.' <br />,:~ <br /> <br />/' <br /> <br />Table 1. Modified Low Fluctuating Flow Alternative I <br /> <br />.' <br />", <br />~.' <br />r.. <br />:,,; <br />c. <br />f'-' <br />! <br />~,. <br />~~: <br /> <br />Monthly Minimum Habitat Maximum Daily Ramp <br />Release release Maint. Flow release Fluctuation rate <br />Vol. (ac-ft) (cfs) (CfS)2 (cfs) (cfs/24 hr) ( cfs/hr) <br />Low 8,000 30,000 to 25,000 5,000 4,000 up <br />< 600,000 between 33,200 Exceeded 1,500 down <br /> 7am & 7 pm during hab. .., <br /> 5,000 night maint flows <br />Medium same same same 6,000 same <br />600,000 to <br />800,000 <br />High same same same 8,000 same <br />>800,000 <br /> <br />.., <br />}!~' <br />!k <br />r, <br />(( <br />~; <br />~, <br />:;~ <br />*': <br />~_.: <br />}~~ <br /> <br />~ <br />{~ <br /> <br />I Description of preferred alternative from January 1994 Draft EIS and Reclamation's <br />June 17, 1994, memorandum (U.S. Bureau of Reclamation 1994). <br /> <br />2 Steady flows with minor fluctuations of:t 1,000 cfs. <br /> <br />15 December 1994 rmal biological opinion 2':!1-93-F-167 <br /> <br />5 <br />
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