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WSP05397
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Last modified
1/26/2010 2:18:11 PM
Creation date
10/12/2006 12:59:50 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8054.100
Description
Water Salvage - Water Salvage Study - HB 91-1154
State
CO
Basin
Statewide
Date
1/22/1992
Author
CWCB
Title
An Analysis of Water salvage Issues in Colorado - Final and Various Drafts
Water Supply Pro - Doc Type
Report/Study
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<br />Ol\.';~ "0 <br />U()U ..' <br /> <br />changed, and that merely diverting less water to carry out the same historical decreed <br />purpose is not considered a change of water right. <br /> <br />The holder of junior rights sees improved efficiency as a way to reduce losses so that <br />more water can be consumed under the historical diversions available to him. This <br />increases depletions (and reduces return flows) below the area. So long as this increased <br />use is consistent with the original decreed water rights, there is no change of rights and no <br />opportunity to apply the "no injury" rule. If the improver is not able to increase consumptive <br />use it will then divert less water, consume the same amount, and return less water to the <br />stream. In that case, and assuming upstream users already have an adequate supply, the <br />reduced diversions will result in an increased supply below the headgate and a decreased <br />late season supply in reaches below where return flows historically entered the stream. <br /> <br />B. Water Quality Impacts <br /> <br />There are two types of water quality impacts that result from efficiency changes: changes <br />in the assimilative capacity of the stream and changes in the pollutant load entering the <br />stream. <br /> <br />Irrigation return flows may pick up sediment, dissolved minerals, or agricultural chemicals <br />as they travel across the field and through the soil; Return flows could then add pollutants <br />to the watercourse. The size of the pollutant load depends on farming methods, soil types, <br />underlying geology, and distance from the stream, but in general, any reduction in return <br />flows will result in a lower pollutant load entering the stream. <br /> <br />The assimilative capacity of the stream measures its ability to absorb a given pollutant <br />load without adversely impacting water quality. This process is more complex than simple <br />dilution, because it depends on more than just the volume of stream flow (Le., temperature, <br />biological activity, chemical composition, etc.). However, in general terms, the ability of a <br />stream to assimilate wastes does improve when the volume of stream flow increases. This <br />tension between water quality and water quantity is already recognized in a number of ways, <br />and may eventually limit diversion and use of surface water in Colorado. The precise effect <br />of irrigation efficiency changes on the assimilative capacity of a stream will depend on <br />downstream uses, types of pollution discharges entering lower reaches from other sources, <br />timing of other discharges (i.e., seasonal irrigation return flows, intermittent industrial <br />discharges, or year round municipal waste discharges), and the quantity of flows in the <br />stream. For instance, the loss of return flows may reduce late fall and winter flows in <br />smaller streams, making them less able to assimilate the discharges from municipal users. <br /> <br />C. Groundwater Impacts <br /> <br />Groundwater can be a renewable or a finite resource depending on whether overlying <br />geology allows recharge of the aquifer. <br />
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