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WSP08242
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Last modified
1/26/2010 2:47:26 PM
Creation date
10/12/2006 2:50:34 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.09
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
1/1/1992
Author
USDOI-BOR
Title
Newsletter - Colorado River Studies Office - Vol.4
Water Supply Pro - Doc Type
Publication
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<br />Moderate Fluctuating Flow <br />Alternative Under this <br />alternative, the daily change in <br />flow in a 24-hour period would be <br />limited to 12,000 cis when the <br />monthly release volume is 800,000 <br />acre-feet or greater. The change is <br />limited to ~45 percent of the mean <br />monthly flow for volumes less <br />than 800,000 acre-feet. This <br />amounts to 7,500 cis for a 500,000 <br />acre-foot monthly volume. <br />Maximum flows would be limited <br />to 31,500 cis; any releases greater <br />than 31,500 cis would be steady <br />flow. Minimum flows would be <br />limited to 5,000 cis. The figure <br />compares moderate fluctuating <br />flows (solid black line) with actual <br />operations for a day in July. <br /> <br />High Fluctuating Flow <br />Alternative - This alternative <br />relates releases to hydrology, <br />power system flexibility, and <br />specific resource needs. <br />Fluctuations would range from <br />15,000 to 22,000 cfs over a 24-hour <br />period, depending on the <br />monthly release volume. The <br />maximum flow would be limited <br />to 31,500 cfs; any releases greater <br />than 31,500 cfs would be steady <br />flow. Minimum flows would be <br />3,000, 5,000, or 8,000 cfs, <br />depending on monthly volume, <br />firm power load, and market <br />conditions. Releases would be <br />steady during months when the <br />release volume exceeds 1 million <br />acre-feet. The figure compares <br />high fluctuating flows (solid black <br />linej with July 5,1989, flows. <br /> <br />No Action Alternative - This <br />alternative reflects historical <br />operations and forms the basis for <br />comparing impacts. The <br />maximum daily flow is <br />determined by a combination of <br />water availability and power <br /> <br />A day in July under the MODERATE FLUCTUATING <br />FLOW ALTERNATIVE might look like... <br />40000 <br /> <br />30000 <br /> <br /> <br />- <br />.! <br />" <br />- <br /> <br />Moderate Fluctuatln <br />Flow Alternative <br /> <br />: 20000 <br />III <br />.. <br />'i <br />II: <br /> <br />10000 <br /> <br />o <br />.~ .~ .~ .~ .~ rP~ q~ q~ q~ q~ q~ ~ <br />~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ , <br />~ <br /> <br />A day in July under the HIGH FLUCTUATING <br />FLOW ALTERNATIVE might look like... <br />40000 <br /> <br />30000 <br /> <br />- <br />J! <br />" <br />- <br />: 20000 <br />III <br />.. <br />ii <br />II: <br /> <br />10000 <br /> <br />o <br /> <br /> <br />HIgh FluctuatIng <br />Flow Alternative <br /> <br />".~ L.~ ....~ .~ .~ rP~ q~ q~ q~ q~ q~ ::,.i" <br />r ~ ~ ~ ~ . 'l- ~ tl ~ ~ # <br />~ <br /> <br />7 <br />
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