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(1) the data available for making choices; (2) <br />the type of river system at hand; and (3) the <br />legal and administrative environment in <br />which decisions will be made. <br />The type of data available is crucial. Informa- <br />tion must be collected and organized to identi- <br />fy different types of opportunities, as well as to <br />identify possible thresholds for each (e.g., the <br />optimum, the low end of the optimum range, <br />and /or the low end of the acceptable range). <br />As shown in this paper, flow evaluation curves <br />and specified flow questions provide one <br />method for accomplishing this. <br />The nature of the river system is also impor- <br />tant. For example, in a system with a water <br />budget (a river where flows are captured in a <br />large reservoir), providing higher flows (such <br />as optimums) may mean providing fewer <br />days of those or other flows. On the Dolores, <br />for example, most rafting outfitters preferred a <br />longer season at marginal whitewater levels in <br />comparison to a shorter season (less than two <br />weeks) at optimum levels. The Dolores, how- <br />ever, is a river with nearly two- thirds of the <br />water already sent out -of- basin, and this was a <br />trade -off among lesser evils. On rivers where <br />the water budget is less restricted, more <br />opportunities and more triggers in a flow <br />request structure will ensure greater diversity. <br />Finally, choosing thresholds requires full <br />consideration of the legal and administrative deci- <br />sion environment. Different rivers have different <br />legal status and different management priori <br />ties. For example, a federally designated river <br />(such as a segment in the National Wild and <br />Scenic Rivers system, a national park, or a des- <br />ignated wilderness) might warrant a "no degra- <br />dation" standard. This would suggest protect- <br />ing the full range of opportunities with <br />multiple triggers for each. In contrast, manag- <br />ing for such a high standard may not be possi- <br />ble on a river segment below a dam, where <br />much of the water is committed to other uses. <br />Here recreation users might like the full range <br />of opportunities available under a natural flow <br />regime, but they also recognize that society has <br />essentially decided to forgo some of those <br />opportunities for other benefits such as hydro- <br />electric, agricultural, or domestic uses. In these <br />cases, a single flow per opportunity, fewer <br />opportunities, less than optimal flows, or fewer <br />days of flows are all possibilities. On some Fed- <br />eral Energy Regulatory Commission relicens- <br />ing projects, for example, providing weekend <br />releases at a single flow for a single boating <br />opportunity may be possible, whereas provid- <br />ing a full range of flows through trigger or per- <br />centage -based requests may be unrealistic. <br />CONCLUSION <br />7 ' <br />4 � <br />Different flow request structures, in combi- <br />nation with different threshold decision rules, <br />can create very different consequences for <br />recreational opportunities or other resources. <br />In general, one can think of the three struc- <br />tures as a continuum, with fixed -time requests <br />being the least like natural regimes, and per- <br />centage -based requests being more like natur- <br />al regimes in providing a diversity of flows. <br />Trigger requests fall in between. <br />Considering these newer request structures <br />is an appropriate response to increased <br />sophistication in the science of identifying <br />relations between streamflows and resource <br />values. Thirty years ago it was common for <br />instream flow work to focus on determining a <br />base flow for a single resource such as a game <br />fish species. Today, scientists and a ncies focus <br />on protecting flows for several resources, and <br />the integration of flow needs for multiple val- <br />ues (Schmidt et al. 1998). We believe this requires <br />a paradigm shift among protection strategies, <br />242 <br />an increase in complexity that may be analo- <br />gous to the difference between checkers and <br />chess. Alternative request structures are one <br />issue in developing new strategies for dealing <br />with this increased complexity. <br />Several authors have explored the concep- <br />tual basis of instream flow protection strate- <br />gies, as well as the legal and administrative <br />mechanisms used to implement them (Mac - <br />Donnell and Rice 1989; Gillian and Brown <br />1999). In general, these strategies and mecha- <br />nisms arose from large -scale societal decisions <br />about which benefits to provide from rivers. <br />In the past, society viewed rivers as sources of <br />water for power, irrigation, domestic, or <br />industrial use, and both human works and <br />institutions were developed to provide those <br />benefits (Reisner 1986). More recently, society <br />has begun to recognize the benefits of instream <br />flows for various purposes (as well as the costs <br />of out -of- stream uses), and have begun adapt- <br />ing or devele' n— new institutions to protect <br />Rivers • Volume 7, Number 3 <br />2000 <br />