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Last modified
7/14/2011 11:22:42 AM
Creation date
1/18/2008 12:52:00 PM
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Publications
Year
1992
Title
Agenda Item 6 January 22-23 1992 Board Meeting
CWCB Section
Administration
Description
Agenda Item 6 January 22-23 1992 Board Meeting
Publications - Doc Type
Tech Report
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<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 ~L.;; ~storical 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 pick up sediment, dissolved minerals, and agricultural chemicals <br />as they travel across the field and through the soil. Return flows then add pollutants to the <br />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, chenlical 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 (Le., 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 /> <br />20 <br />
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