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WSP04917
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Last modified
1/26/2010 2:16:10 PM
Creation date
10/12/2006 12:45:21 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10.D
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
12/4/1998
Author
GCMRC
Title
Draft Adaptive Contingency Flow Alternatives for Water Year 1999
Water Supply Pro - Doc Type
Report/Study
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<br />---r <br />" <br />" <br /> <br />, <br /> <br />conflicts with U,S, Fish and Wildlife Service Biological Opinion and cultural resource <br />management may exist with this hydrograph, <br /> <br />( <br /> <br />; <br /> <br />" <br /> <br />Possible Hydrograph Design in Response to Scenario 3: Hypotheses derived from 1996 <br />BHBF results related to sediment and flow indicate that very high flows should be implemented <br />as early as possible to mitigate impacts on sediment supplies, Based on the state of the sediment <br />stored in the mainstream channel, as well as other non-physical parameters, a hydrograph with a <br />very brief (20 to 48 hours), high-magnitude flow could be implemented (60,000 to 100,000 cfs, if <br />the spillways were utilized), Such a flood flow should be conducted prior to initiating high <br />steady flows, to quickly mobilize and redeposit sediment on bars at high elevations throughout <br />the system, This high-energy period would also quickly coarsen the bed-stored sediments <br />remaining in the channel. The high flow is likely to be followed by extended periods of varied <br />steady high flows in the range of 25,000 to 45,000 cfs, as required to accommodate expected <br />inflows without further use of the spillway(s), Hence, large transfers of water could be made in a <br />fashion that preserves some fine sediment supplies, <br /> <br />" <br /> <br />" <br /> <br />If Scenario 3 occurs, the prime objectives are the protection of Glen Canyon and Hoover Dams <br />and preservation of physical, biological, and cultural resources, Conflicts with the FWS <br />Biological Opinion and cultural resource management exist under this hydrograph, However, <br />such a hydrograph may: <br /> <br />:< <br />j~ <br />. <br />, ii, <br />... <br />~ <br />~' <br /> <br />:~ <br /> <br />1. Re-form backwater nursery habitats for use by fish; <br /> <br />~~: <br />;.; <br />.. <br /> <br />2. Rework rapids and fans that have aggraded at tributary confluences; and <br /> <br />~;. <br />,. <br />~.... <br /> <br />~~\ ; <br /> <br />3. Remove unwanted vegetation (especially tamarisk) which has colonized during the 1997-1998 <br />Water Years. <br /> <br />I <br /> <br />;;..., <br /> <br />'; <br />" <br /> <br />Such a scenario would attempt to minimize use of the spillways, and maximize the use of the <br />powerplant and the jet tubes. <br /> <br />:::.~ <br />,'. <br /> <br />.~; <br /> <br />Potential Hydrograph Planning, Scheduling and Implementation <br /> <br />~~~ <br />":1 <br />;.~ <br />r':1 <br />\:'." <br /> <br />Preliminary evaluation of recent, exceptional tributary inflows in the Marble Canyon reach <br />indicates that sediment availabily is good. Recent monsoons have resulted in large sediment <br />inputs into the Marble Canyon reach through high flows from the Paria and Little Colorado rivers <br />as well as other ungaged tributaries. Additional monitoring of sediment storage is required to <br />determine current system status. <br /> <br />., <br /> <br />Given these conditions and assuming Runoff Scenario 2 occurs, the following hydro graph may <br />be considered. This hydrograph is considered as a baseline for beginning discussions of resource <br />impacts and a base scenario which can be modified as actual conditions develop and additional <br /> <br />[WORKING DRAFT 2 . GCMRC: 12/04/98] 7 <br /> <br />~.1. <br />" 1 <br />
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