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Entry Properties
Last modified
1/26/2010 12:29:39 PM
Creation date
10/11/2006 10:14:36 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10.D
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
10/1/1994
Title
Experimental High Discharge Release From Glen Canyon Dam Through Grand Canyon NP - Draft Work Plan
Water Supply Pro - Doc Type
EIS
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<br />..."" <br />.,' ~.11 <br /> <br />:',3 <br />,.;. <br /> <br />I, <br />~ <br /> <br />'. <br />~ <br /> <br />deposition. In addition, prediction of geomorphic effects of floods over a range of discharges <br />will come by an appropriate synthesis of modelling and field studies. Prior to this flood <br />experiment, models using controlled high flow data have been limited to 790 mJ/s (28,000 <br />W/m). Some basic data with which to further calibrate models can be obtained during this <br />experimental flood. Geomorphic data will also we used in understanding the processes that <br />cause habitat changes for aquatic and riparian species, for example, development of return <br />current channels (backwaters). <br /> <br />~.: <br />~ <br /> <br />~ <br /> <br />~~ <br />.' <br /> <br />;0' <br /> <br />.1 <br /> <br />I <br /> <br />Hvuotbeses <br />The following hypotheses will be tested by performing the experimental flood: <br /> <br />< <br /> <br />s' <br /> <br />r' <br /> <br />Spatial Patterns of Bar Deoosition <br />Null hypothesis- <br />HO: There will be no net change in the number, size, shape, or location of <br />channel-margin alluvial deposits 1 yr after recession from this flood. <br />Alternative hypotheses - <br />HI: Following the flood, reattachment bars will resemble those described by Schmidt and <br />Graf(1990) as existing in Grand Canyon in the mid-1980's. Well defined eddy return <br />current channels will exist and their number and size will exceed the number and size of <br />such channels as they existed prior to the flood. <br />H2: There will be a net increase in the total nlDDber and size of alluvial deposits along <br />the river. <br /> <br />. <br /> <br />~ <br /> <br />~ <br />" <br /> <br />, <br />.' <br /> <br />~: <br />" <br />~ <br />,. <br /> <br />;; <br /> <br />The above mentioned alternate hypotheses are only general statements. Each alternative <br />could also be restated by individual suhreach and for other measurement periods (e.g. I <br />month after the flood, 6 months, 2 yr, etc.) <br /> <br />, <br />" <br />.. <br /> <br />,. <br /> <br />" <br />, <br /> <br />Main channel hYdraulics and sediment transoorl <br />Null hypothesis- <br />HO: Sediment mass balance calculations and global models of hydraulics and sediment <br />transport successfully predict high discharge sediment transport. Eddy deposition <br />calculations and numerical modeling of eddy circulation successfully predict eddy <br />deposition rates. <br />Alternative hypotheses- <br />HI: Modeling does not predict river hydraulics and sediment transport. Eddy deposition <br />rates are not accurately predicted. <br /> <br />" <br />.. <br />;.: <br />c;: <br />,', <br />r. <br />S <br />:> <br /> <br />:~ <br /> <br />. <br />~~ <br />'-' <br />~ <br /> <br />" <br />i,o <br /> <br />~ <br /> <br />MetbodolO2V <br />The general method of this research will combine specific field measurements at <br />numerous field sites (e.g., gaging stations, long-term sand-bar survey sites, sites of recent debris <br />flows) with comprehensive river-length analysis of air photography. The scale of the river and <br />length of Grand Canyon preclude intensive study of all potential deposition sites. Field <br /> <br />11 <br />
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