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7/14/2009 5:02:30 PM
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UCREFRP
UCREFRP Catalog Number
7405
Author
Bain, M. B., ed. 1990.
Title
Workshop Synopsis,
USFW Year
Ecolog
USFW - Doc Type
U.S. Department of the Interior,
Copyright Material
NO
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<br />BIOLOGICAL REPORT 90(5) 31 <br /> <br />Minimum Flow is a Myth <br /> <br />by <br /> <br />Clair B. Stalnaker <br /> <br />U.S. Fish and Wildlife Service <br />National Ecology Research Center <br />4512 McMurray Avenue <br />Fort Collins, Colorado 80525 <br /> <br />During the warm water stream symposium in <br />1980, when discussing low flow as a limiting factor <br />in warmwater streams, I warned fisheries manage- <br />ment personnel that the concept of a single minimum <br />or base flow for fishery habitat maintenance that has <br />evolved in the western region of the United States <br />could very well become a real threat to low gradient, <br />eastern, warmwater stream fisheries (Stalnaker <br />1981). The minimum flow concept rose from western <br />water law as a mechanism to either reserve an <br />amount of water from future appropriations or as <br />a means of granting an instream water right for <br />fishery purposes. This led to the myth that a consis- <br />tent methodology could be used to establish a single <br />minimum discharge value for any given stream. Ex- <br />perience has shown that as water becomes fully ap- <br />propriated to upstream use or storage, the minimum <br />flow, if not frequently violated in time, tends to <br />become the average flow condition. Too often the <br />minimum becomes the objective rather than the <br />means to achieve some riverine fishery or recrea- <br />tion management goal. Such persistent low flows are <br />not necessarily desirable from the water manage- <br />ment perspective, being inflexible in the face of com- <br />petitive uses or during unusual water supply condi- <br />tions (e.g., drought), and certainly do not meet all <br />the desired environmental needs. This difficulty with <br />minimum flows arises in part because all the in- <br />stream uses for which flows may be needed are not <br />identified. Most often overlooked are necessary <br />periodic high flows that move bedload, flush sedi. <br />ments, rejuvenate the floodplain, and generally <br />maintain the structural characteristics of a stream <br />channel, which should be maintained in dynamic <br />equilibrium with its watershed (Stalnaker 1979). <br />A common misconception among water manage- <br />ment personnel and consumers is that inclusion of <br />all the identifiable instream uses of water in an in- <br />stream flow requirement will dictate an additive <br />treatment of their respective needs. This, it is fur- <br /> <br />~ <br /> <br />ther assumed, will result in total allocation of the <br />stream flow to instream uses. Contrary to this view, <br />a considerable degree of compatibility exists among <br />many in stream uses and downstream delivery <br />requirements for offstream or consumptive uses. <br />However, in order to deal with these compatible <br />uses, the instream flow advocate and the water <br />resource manager must be aware of both the timing <br />and the magnitude of all the demands being placed <br />on the stream system. Such a common under- <br />standing, which should lead to the identification of <br />in stream flow requirements, will protect all compli- <br />mentary uses as well as meet downstream delivery <br />requirements. <br />It is evident from reviewing the literature and <br />from the discussions during this workshop that many <br />methods for evaluating instream flow needs have <br />evolved since the 1960's. I prefer to categorize such <br />methods as "standard setting" or "incremental." <br />Standard setting methodologies, on one hand, refer <br />to those measurements and interpretive techniques <br />designed to generate a flow value (or values) in- <br />tended to maintain the fishery or recreational use <br />at some acceptable level (usually dictated by policy). <br />Incremental methodologies, on the other hand, are <br />organized and repeatable processes by which (1) a <br />fishery habitat-stream flow relation and the hydrol- <br />ogy of the stream are transformed into a baseline <br />habitat time series, (2) proposed water manage- <br />ment alternatives are simulated and compared with <br />the baseline, and (3) project operating rules are <br />negotiated. <br />Triheyand Stalnaker (1985) suggested that a hier- <br />archical approach to hydro licensing and relicens- <br />ing be followed that in essence takes advantage of <br />both the standard setting and incremental ap- <br />proaches. A three-tiered hierarchy was suggested <br />including reconnaissance, feasibility, and operational <br />or design studies for evaluating hydro projects. It <br />is important to recognize that such licensing is <br />
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