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WSP09117
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Last modified
1/26/2010 2:51:21 PM
Creation date
10/12/2006 3:28:17 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8102
Description
Arkansas River Hydrology
State
CO
Basin
Arkansas
Water Division
2
Date
10/1/1970
Author
Colorado DNR
Title
Preliminary Report on Travel Time and Transit Losses Arkansas River October 1970
Water Supply Pro - Doc Type
Report/Study
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<br />oaJ213 <br /> <br />42 <br /> <br />shouid be charged to the reservoir run. It Is our opinion that only the In- <br />creased diversion caused by a reservoir run should be charged to the reservoir <br />run. The values presented. I n this report are based upon that ilssumption. <br /> <br />In order to present a figure from which to begin shaping administration <br />policy., this preliminary report has assumed a constant 4 per cent unauthor- <br />Ized surface diversion charge for reservoir runs from Twin lakes to the Colo- <br />rado Canal. <br /> <br />WEll PUMP I NG <br /> <br />. ! ~ i <br />; <br />.The matter of well pumping along the Arkansas River, from tributary wells <br />"drJlled Into the alluvium, cannot be Ignored. However, the well pumping Is <br />expe~ted to be much more highly controlled In the future than It Is now, or <br />has'been In past years. <br /> <br />The cone of depression of wells pumping from the alluvium often Inter- <br />sects the stream channel. Sometimes the wells merely Intercept tributary <br />water on the way to the river. There are good indications that wells also <br />lower the ground water table under phreatophytes and under high water table <br />areas, thus reducing the non-benefIcIal consumptIve use. <br /> <br />The well pumping, authorized or otherwise, would occur or be control led <br />whether or not reservoir water was being carried In the river. Thus, It would <br />appear that the same "Incremental" loss philosophy applied to evaporation loss- <br />es should be applied to the well pumping losses. <br /> <br />A review of the hydraulic nature of. the interception of the cone of de- <br />pression with the rIver channel Indicates that the Incremental losses would <br />relate to the rise In river stage resulting from the additional reservoir <br />water, and the permeability of the river channel bank material. This Is sim- <br />Ilar to the bank storage loss phenomenon. <br /> <br />BANK STORAGE <br /> <br />During a rise in stage of a river,' groundwater levels may be temporar- <br />Ily raised near the channel by Inflow from the river. This Inflow of water, <br />and Its detention, is known as.bank storage. In general, the ground water <br />table slopes down toward the Arkansas River between Twin lakes and about <br />Pueblo, thus making the Arkansas an effluent stream in this reach. Below <br />Pueblo, the Arkansas River can be either an Influent or effluent stream de- <br />pending on the season, stage of river, and use of wells near the river. <br /> <br />It probably takes several days for bank storage water to come out of <br />the banks after a shut off. This small quantity of "reservoir water" that <br />gets to the diverting headgate several days after the shuf off is generally <br />not diverted and can be considered as a loss to the reservoir run. When <br />a reservoir run Is being made on a rising or falling river, the bank storage <br />attributable to the reservoir water may be difficult, if not impossible, to <br />identify. <br /> <br />I . <br /> <br />When the reservol r run Is shut off, the stage falls, leaving sand bars <br />and part of the bank wet and exposed to the atmosphere. The water In these <br />bars and banks then Is able to evaporate. This evaporation would not have <br />occurred If there was no reservoIr release. <br />
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