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Last modified
7/14/2009 5:02:31 PM
Creation date
5/22/2009 4:35:42 PM
Metadata
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UCREFRP
UCREFRP Catalog Number
7843
Author
Stalnaker, C. B., et al.
Title
The Instream Flow Incremental Methodology, A Primer for IFIM.
USFW Year
1995.
USFW - Doc Type
Biological Report 29,
Copyright Material
NO
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<br />(e.g., measurement methods, simulation, expert <br />opinion) if it does not exist. The planning group <br />must also agree on methods of quantifying the <br />effects of each alternative to be analyzed. <br />The hydrologic information chosen to represent <br />the baseline or reference condition should be reex- <br />amined in detail at this point in the study. All <br />parties must understand and agree on one or more <br />hydrologic time series that will be used for com- <br />parison. The baseline hydrologic time series serves <br />as a reference point for judging potential impacts. <br />Often the reference baseline condition is not the <br />actual historical hydrology used in problem iden- <br />tification, but a synthetic time series representing <br />present water uses, operational procedures, and <br />waste loads superimposed on the variability found <br />in the historical hydrologic records. (Occasionally, <br />the baseline hydrology includes future operational <br />procedures that are not yet in place but have been <br />formally approved and are imminent.) Two or more <br />reference hydrologic time series are commonly <br />used for baseline conditions. <br />The resource agency responsible for fisheries <br />must describe the biological reference or bench- <br />mark conditions. Identifying the geographic distri- <br />bution and important times ofthe year (for spawn- <br />ing, migration, etc.) is critical in evaluating <br />different life history phases of the fish populations. <br />A population benchmark may be constructed using <br />historical habitat conditions (from best estimates <br />of actual historical hydrology) and 'backcasting' to <br />identify critical events that populations may have <br />experienced due to physical or chemical limita- <br />tions reflected as habitat bottlEmecks (Burns 1971). <br />A written study plan should (1) determine when <br />data collection must be completed in the field; <br />(2) synchronize the collection of data needed for <br />model input, calibration, and testing; and (3) esti- <br />mate the labor, equipment, travel, and other costs <br />required to produce the needed information by the <br />agreed study deadline. An interdisciplinary plan- <br />ning effort representing all the major interest <br />groups can result in considerable savings of time <br />and effort during the conflict resolution phase. A <br />common mistake in planning is to go about describ- <br />ing a 'set' of data and 'standard collection proce- <br />dures' appropriate for commonly used models. This <br />shortcut simplifies initiation of the data collection <br />phase but often does not build a common under- <br />standing of data needed or agreement on the ana- <br />lytical approach. Lack of group planning may lead <br />to polarization ofthe parties, which may stifle the <br />negotiation process. <br /> <br />THE INSTREAM FLOw INCREMENTAL METHOLDOLOGY 29 <br /> <br />Study Implementation <br /> <br />From the field biologists' and the resource agen- <br />cies' perspective, the implementation phase is <br />often the most interesting and scientifically chal- <br />lenging. This phase consists of several sequential <br />activities: data collection, model calibration, pre- <br />dictive simulation, and synthesis of results. Proper <br />implementation of the study is critical and can <br />bring biological credibility to the decision process <br />but will not, by itself, result in good decisions. <br />During implementation, sampling locations are <br />selected for collecting empirical data used in pre- <br />dictive models. Data collected can include tem- <br />perature, pH, dissolved oxygen, biological pa- <br />rameters, and measures of flow such as velocity, <br />depth, and cover. These variables are used in <br />describing the relation between stream flow and <br />stream habitat utility. IFIM relies heavily on <br />models because they can be used to evaluate new <br />projects or new operations of existing projects. <br />Model calibration and quality assurance (Fig. 5.1) <br />are keys during this phase and, when performed <br />carefully, lead to reliable estimates of the total <br />habitat within the study area during simulation <br />of the alternative flow regimes. Total habitat is <br />synthesized by integrating large-scale macrohabi- <br />tat variables with small-scale microhabitat vari- <br />ables (Fig. 5.2). An important intermediate prod- <br />uct from this phase is the baseline habitat time <br />series. This analysis determines how much habi- <br />tat in total would be available for each life stage <br />of each species over time. The baseline habitat <br />time series provides the base from which rational <br />judgements can be made about proposed alterna- <br />tive management schemes. <br />Inappropriate selection and use of models and <br />failure to verify model assumptions can lead to <br />major errors in application (Shirvell 1986; Scott <br />and Shirvell 1987). Because all habitat-based in- <br />stream flow models rely on empirical measure- <br />ments of the stream channel as inputs, adequate <br />understanding of sediment transport and channel <br />dynamics must be incorporated into any habitat <br />time series analysis. If a channel is not in dynamic <br />equilibrium, the modelers may have to hedge on <br />simulation of alternative futures and call for peri- <br />odic adjustments, with empirical measurements at <br />regular intervals. <br />Some site-specific empirical evidence should be <br />collected to ensure validity when applying instream <br />flow models to the decision-making process. Site- <br />specific data help reduce the large amount ofuncer- <br />tainty in understanding how biological systems <br />
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