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, I <br />posely geared toward wet year water <br />availability to address this issue, dry <br />year requests will allow little or no out - <br />of- stream use. <br />• Administering out -of- stream requests can <br />be complicated with a fixed -time request <br />structure; out -of- stream users may have to <br />adjust their use through the flow range. <br />This same administrative complexity is <br />present whenever natural flows fall below <br />the level of existing water appropriations; <br />junior water users have to adjust their use <br />so that senior users receive their water. The <br />difference here is that instream flow <br />requests with multiple thresholds require <br />more frequent adjustments than requests <br />that use the same amount through an entire <br />season. <br />Summary <br />Fixed -time requests are most appropriate <br />when a small number of instream resources <br />are protected, each with well- defined flow <br />thresholds that are generally far less than nat- <br />urally available flows. Fixed -time requests also <br />make more sense in river systems where the <br />water quantity is largely controlled by <br />humans (systems with large dams, diver- <br />sions, and storage capacity), and where there <br />is less year -to -year hydrology variation. For <br />example, weekend whitewater boating releas- <br />es from a hydroelectric dam into a bypassed <br />reach would be a good candidate for this kind <br />of flow request. Similarly, fixed -time requests <br />might work well when providing minimum <br />base flows for a non - native, put- and -take <br />trout fishery. <br />Fixed -time requests are less appropriate <br />on largely uncontrolled systems where there <br />are multiple resource values, where a single <br />threshold flow per opportunity may not ade- <br />quately provide for recreation diversity, or <br />when the timing of natural flows is highly <br />variable. For example, the Dolores has sig- <br />nificant storage capability behind McPhee <br />Dam, but the large natural variation in flow <br />timing and availability each year requires <br />intensive management attention when plan- <br />ning recreational boating releases (D. Mur- <br />phy, BLM, personal communication). Although <br />managers have identified specific thresholds <br />that they want to provide, revisions are often <br />required several times each spring as the <br />availability of natural water quantities <br />becomes more clear. <br />IP E238 <br />Trigger Requests <br />A second type of request is based on trigger <br />mechanisms, where requests begin or end at <br />specific threshold flows. The request specifies <br />an amount of water at a location but applies <br />whenever the natural flow regime provides <br />that flow, not just during a specified time peri- <br />od. For example, with triggers at 2,500 and <br />1,300 cfs, a trigger request would ask for 1,300 <br />cfs whenever available flows are between <br />1,300 cfs and 2,500 cfs. Once flows equal or <br />exceed 2,500 cfs, that amount is requested. <br />Figure 3 shows an example of an annual <br />hydrograph (1995) and a trigger request based <br />on thresholds at the optimum and low end of <br />the range for each type of craft (see section on <br />"Choosing Thresholds to Represent Recre- <br />ational Opportunities" below). <br />4,000 <br />3,000 <br />2,000 <br />1,000 <br />1995 natural hydrograph <br />water availability <br />0 <br />16 N, 16 , " " 1 ^� 1 P -9 <br />FIGURE 3. Trigger request and natural hydrograph <br />for 1995 on the Dolores River. <br />In this example, the trigger request pro- <br />vides 26 days of optimal whitewater rafting <br />and another 22 days of scenic rafting. Similar- <br />ly, it provides 35 days of optimal whitewater <br />canoeing and another 47 days of scenic canoeing. <br />This is the identical number of days of white - <br />water and scenic boating that a natural regime <br />would have provided in 1995, but it still pro- <br />vides water for out -of stream uses (the area <br />between the natural flow hydrograph and the <br />request hydrograph, as labeled). There is some <br />loss of diversity with this request because <br />flows are provided at only four distinct levels, <br />but these still offer some variation and they <br />arguably represent the major opportunities <br />available under a natural flow regime. <br />Advantages <br />• Specific instream flow values are identified <br />with specific threshold flow levels, which <br />can be labeled and debated in a systematic <br />fashion (see section on "Choosing Thresh- <br />Rivers • Volume 7, Number 3 <br />request <br />1111 <br />