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Managed Flow Regimes and Resource Values: Traditional versus Alternative Strategies
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Managed Flow Regimes and Resource Values: Traditional versus Alternative Strategies
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6/14/2010 1:16:51 PM
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Water Supply Protection
Description
Policy in Oregon and Idaho
State
OR
ID
Date
1/1/2000
Author
Doug Whittaker, Bo Shelby
Title
Managed Flow Regimes and Resource Values: Traditional versus Alternative Strategies
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olds to Represent Recreational Opportuni- <br />ties" below). <br />• Allows protection of needed flows whenev- <br />er they occur. This is crucial for recreation <br />because boaters use even infrequent high <br />flows if they provide high quality opportu- <br />nities, and this type of request protects <br />these whenever they happen. <br />• Recognizes that natural flow regimes may <br />differ each year; allows for lower requests <br />in dry years and higher requests in wetter <br />years, which is more likely to maintain bio- <br />physical cone !- (^ ,than a request that is <br />the same r (Hill et al. 1991). <br />• While still providing a stair -step request, <br />trigger requests allow these steps to more <br />closely align with the natural flow regime. <br />Disadvantages <br />• The hydrograph resulting from trigger <br />request structures can change in each year, <br />depending upon water availability. This is <br />distinct from fixed -time requests. <br />• Does not identify times when various flows <br />will be available; recreation users have to <br />plan their trips based on weather and run- <br />off predictions, which determine when trig- <br />gers will provide desired flows. In this way, <br />trigger requests require the kind of plan - <br />ning needed for unregulated rivers. <br />• Administration of trigger requests is rela- <br />tively more complicated. For example, as nat- <br />ural flow availability decreases and <br />approaches a trigger, there is less and less <br />out -of- stream water available. At the trigger <br />itself, no out -of- stream water is available <br />and junior rights holders would have to stop <br />diverting water. But once flow decreases <br />below this trigger, requests are based on the <br />next lower trigger, so that junior users <br />would be allowed to resume diversions. <br />Under this system, junior out -of- stream <br />users may have to adjust their use more fre- <br />quently through the flow range. Any appro- <br />priation system requires these adjustments <br />when water supply is constrained, but the <br />adjustments are likely to be more frequent <br />with trigger- requests. <br />• Specific threshold flows are still required to <br />represent instream flow values, even <br />though some values may require greater <br />diversity or be better represented by a con- <br />tinuum of flows. <br />• The request still results in a stair -step <br />hydrograph that may not resemble natural <br />flow regimes. Even if resource experts have <br />correctly identified important threshold <br />flows, quantum leaps between these levels <br />may have unwanted consequences for <br />resource values. <br />Summary <br />Trigger requests are most appropriate when <br />a small number of instream resources are pro- <br />tected, each with well- defined flow thresh- <br />olds. Trigger requests can work well in river <br />systems where water quantity is largely con- <br />trolled by humans (systems with large dams, <br />diversions, and storage capacity), but they are <br />even more useful when the goal is to mimic <br />large variation in flows from year to year. <br />Trigger structures are better when requests <br />are closer to what natural flows would pro- <br />vide. Trigger structures are less ap}:ro) - )riate <br />when there are multiple resource values with <br />a variety of different threshold flows, or when <br />resource values require a diversity or continu- <br />um of flows (see below). <br />Percentage -based Requests <br />Percentage -based requests also specify <br />amounts of water at a specific location, but <br />define that amount in terms of a percentage of <br />available flow. These requests focus on the per- <br />centage needed to avoid effects on resources <br />(Figure 4), and the percentage requested can <br />range from 100% to some smaller number. A <br />100% request protects full diversity for a <br />resource, but does not allow any out -of- <br />stream use; if the goal is to substantially pro- <br />tect the diversity of resource values but still <br />allow some other use, some lower percentage <br />makes sense. <br />The chief advantage of percentage -based <br />requests is the creation of an incremental <br />4,000 <br />3,000 <br />2,000 <br />1,000 <br />FLOW IN CFS <br />11995 natural hydrograph <br />i Out -of- stream <br />0 <br />kvs� 6PQ� j ai �o <br />s sb y � s sh �o ^ �P ry9 <br />FIGURE 4. Percentage -based request and natural <br />hydrograph for 1995 on the Dolores River. <br />L D_ Whittaker and B. Shelby 239 <br />'L <br />water availability <br />\ Percentage -based <br />request (73.5 %) <br />
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