(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
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