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3. Incrementally changing one or more driving variables to reflect <br />a particular management alternative and determining total <br />habitat availability under the "new" system; <br />4. Determining alternative courses of action or remedial pro- <br />cedures to correct adverse impacts found in Step 3; <br />5. Repetition of Steps 3 and 4 to derive an array of effective <br />management or mitigation alternatives to minimize adverse <br />impacts; and <br />6. Evaluation of the alternatives to ensure that they meet manage- <br />ment objectives and that internal conflicts and trade-offs have <br />been resolved. <br />The sequence of analytical procedures varies considerably depending on <br />the initial condition of the system and the nature of the problem to be solved. <br />Therefore, completion of the six-step analysis can follow numerous pathways, <br />and because of this, a single approach cannot be used to address all problems. <br />The approach described in this report takes the format of a dichotomous key <br />which allows the flexibility to route the user through the appropriate pro- <br />cesses in the correct order. <br />A typical application of the IFIM will result in a large volume of output. <br />In order to be useful in the decision process, it is necessary to reduce the <br />volume while retaining the essence of the information. Several methods can be <br />used to prepare, display, and interpret the output. The goal of these activ- <br />ities should be to make a solution more obvious without requiring assumptions <br />that cannot be defended by the user. <br />The first step in this data reduction process is the computation of the <br />total habitat in each segment as a function of discharge. Total habitat for a <br />life stage is defined as the area of microhabitat per unit length of stream <br />times the length of stream having suitable water quality and temperature. <br />There are several ways of integrating total habitat, depending on the number <br />of microhabitat study sites and whether or not water quality or temperature <br />are suitable throughout the segment. Total habitat must be computed for the <br />entire range of discharges to be evaluated. The result is a single functional <br />relationship between total habitat and discharge for each life stage. <br />Habitat display and interpretation techniques include optimization, <br />habitat time series and duration curves, and stochastic or probabilistic <br />effective habitat time series. Optimization techniques are generally used for <br />instream flow recommendations and involve finding a flow for each month that <br />minimizes habitat reductions for all life stages and species occupying the <br />stream during the month. Habitat amounts can be weighted to reflect different <br />spatial requirements among life stages or different management priorities <br />among species. <br />A habitat time series is constructed by integrating the habitat-discharge <br />function with a time series of discharge. Habitat conditions without a project <br />are displayed using the existing habitat-discharge function and the historical <br />flow time series. Conditions with the project are simulated by developing a <br />habitat-discharge relationship reflecting the environmental changes caused by <br />vii