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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
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OR
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Date
1/1/2000
Author
Doug Whittaker, Bo Shelby
Title
Managed Flow Regimes and Resource Values: Traditional versus Alternative Strategies
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V- IC1.1UdUU11 <e.g., rarnng <br />in large rafts), a percentage -based structure <br />wwould "waste" water when actual flows <br />were above 1,000 cfs, and there would be lit - <br />tle point to providing flows less than 1,000 <br />cfs (e.g., 900 cfs) because they could not be <br />used. Where thresholds are more absolute, <br />trigger or fixed -time requests may be more <br />appropriate if flows can actually be con- <br />trolled via dams, diversions, and _ storage <br />facilities. On largely unmodified rivers, per- <br />centage -based requests make more sense. <br />Summary <br />This type of flow request is novel and may <br />require some administrative or legal prece- <br />dent, but existing mechanisms used to protect <br />instream flows are themselves only a few <br />decades old. In some situations, a percentage - <br />based request offers a useful method for pro- <br />tecting instream resources while providing <br />for out -of- stream use. It is most appropriate <br />on rivers that have many instream flow <br />resources, lack significant human control of <br />flows (i.e., those with relatively fewer diver- <br />sions or dams), and which have considerable <br />hydrologic variation from year -to -year. It is <br />probably less appropriate on rivers where <br />there are few instream flow resources, where <br />flows are extensively controlled, and when <br />protection can be achieved with substantially <br />less than natural flows. <br />Choosing Thresholds to <br />Represent Recreational Opportunities <br />Both fixed time and trigger request struc- <br />tures require specific choices of threshold <br />flows to represent recreational opportunities. <br />Because a percentage -based request can be <br />developed from the same thresholds as a trig- <br />ger request (as discussed above), it may also <br />be dependent upon threshold choices. <br />Recreational opportunities can be dimin- <br />ished either by lower flows or fewer days of a <br />particular flow. Addressing this requires two <br />specific decisions: choosi.np number of <br />flows to represent each opportunity, and <br />choosing particular threshold flows that will <br />be requested. In a fixed time request, choos- <br />ing a greater number of flows per opportunity <br />increases complexity and makes timing more <br />difficult; for trigger requests, only complexity <br />is increased because timing follows the natur- <br />al flow regime. In both cases, more thresholds <br />D. Whittaker and B. Shelby <br />1 <br />per opportunity provide greater recreational <br />diversity, allo�dng for differences among <br />boaters with different skill levels and craft <br />types (Whittaker et al. 1993; Shelby and Whit- <br />taker 1995; Shelby et al. 1998). More thresh- <br />olds also ensure that opportunities are pro- <br />vided with a frequency similar to a natural <br />flow regime, as discussed below. <br />After deciding the number of .flows per <br />opportunity, the next decision is choosing <br />which flow (or flows) to request. If only one <br />threshold is requested per opportunity, and <br />the goal is to provide a high quality version of <br />that opportunity, the peak of a flow preference <br />curve (the optimum flow) is the clear choice. <br />This is the flow that the ereatest number of <br />boaters consider best for a given type of expe- <br />rience. The trade -off in using this single thresh- <br />old as a trigger is that it may provide fewer <br />days of that opportunity. With trigger requests, <br />an opportunity is foregone as soon as the nat- <br />ural flow drops below the lowest trigger for <br />that opportunity. If the trigger is in the mid- <br />dle of the range (e.g., the optimum flow), an <br />opportunity may be forgone for a consider- <br />able number of days. <br />To solve this problem, it often makes sense to <br />identify at least two thresholds per opportunity. <br />One threshold at the optimum flow will pro- <br />vide as many days as possible at a level that <br />provides the highest quality for the greatest <br />number of users. Another threshold at the low <br />end of the range ensures a "floor" to the trigger <br />claim and provides a minimally acceptable ver- <br />sion of the opportunity for the number of days <br />that the natural flow regime would provide it. <br />Percentage -based requests avoid some of <br />these complexities because variety is built into <br />the request structure. But percentage -based <br />requests (as developed in this paper) may also <br />depend on the total amount of water request- <br />ed through the associated trigger request, so <br />the number of triggers is important. If more <br />opportunities are identified, or more triggers <br />are requested for each, a trigger claim and the <br />corresponding percentage claim will ask for <br />more water and appear more like the natural <br />` o <br />-9i me. ;ewer opportunities or fewer <br />L __.,_. <br />triggers, a trigger request and the correspond- <br />ing percentage -based request will ask for less <br />water and appear less like the natural flow <br />regime. <br />In all cases, choices about the number of <br />opportunities, the number of thresholds, and <br />the choices between minimums and opti- <br />mums are dictated by three considerations <br />l <br />
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