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WSPC03939
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Last modified
1/26/2010 11:37:05 AM
Creation date
10/9/2006 4:17:16 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8460.500
Description
Platte River Basin - Endangered Species Issues - South Platte Recovery Program
State
CO
Basin
South Platte
Water Division
1
Date
12/5/1995
Author
Matthew J Cook
Title
South Platte Agreement - Groundwater Recharge as Augmentation for Restoring Wetlands Along the Central Platte River Nebraska - Final Report
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />000076 <br /> <br />duration was chosen to be 20 days with the cumulative effects of the recharge <br />being calculated for a total of 35 days. This duration allowed the recharge <br />operation to begin in February prior to the spring migration of the whooping <br />crane in early March. The influence of the recharge basin was investigated in <br />300 foot intervals out to a distance of 1500 feet from the center of the basin. <br />Several different basin geometries were investigated including square <br />and rectangular basins. For a given constant recharge rate of 4 feet per day, a <br />long narrow rectangular basin resulted in more substantial additions to the <br />groundwater table at large distances from the center of the basin. The most <br />effective set of dimensions for the rectangular basin was a lenoth of 1000 feet <br />and a width of 5 feet. The exact orientation of the basin within the Rowe <br />Sanctuary site is shown in Figure 4. The width of the basin must be oriented <br />perpendicular to the south channel of the Platte River as illustrated in Figure 2, <br />the definition sketch for recharge with a rectangular basin. <br />The effects of the constant recharge of the rectangular basin were <br />calculated along a vertical plane that was at some angle with a line drawn <br />perpendicularly from the center of the recharge basin to the stream. Hence, an <br />angle of zero degrees represents the vertical plane along the length of the basin. <br />An angle of 90 degrees represents a vertical plane that slices through the center <br />of the recharge basin. The resulting groundwater mound was calculated out to a <br />distance of 1500 feet in both directions from the center of the basin along this <br />vertical plane. Figure 6 illustrates this vertical plane concept. <br />Figure 6: Orientation of Vertical Plane for Recharge Analysis <br /> <br />Vertical Plane <br />Through Basin <br />Center <br /> <br /> <br />Angle of Plane <br />from <br />Perpendicular <br /> <br />III <br />o <br />C <br />-I <br />:I: <br />o <br />:I: <br />:I> <br />Z <br />Z <br />m <br />r- <br />"ll <br />S <br />-I <br />m <br />;0 <br /><: <br />m <br />;0 <br /> <br />18 <br />
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