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<br />for different types of people, there may be different reactions to stream <br />flow, even for a given activity; (3) the methodology needs a greater <br />capability of delineating those stream flow variables which affect different <br />types of activities and kinds of peole; (4) the criterion methodology now used <br />is the "probability of use II function. However, true probabilities do not <br />exist in the way the methodology is now constructed and it is not known what <br />even is being predicted; and (5) the methodology does not include sufficeint <br />concern for social welfare values. <br />The strengths of the incremental methodology identified by the workshop <br />on recreation are: (1) it uses quantitative standard measures which have <br />general validity and applicability; (2) its approach is based on efficient <br />description of stream conditions through sampling and simulation; (3) an <br />analytical approach is used, which promises to allow efficient and rigorous <br />investigations of the issues; (4) the methodology to be theoretically and <br />conceptually rigorous has created an articulation of precise questions as well <br />as demands for specific information and operational definition of terms; (5) <br />it has generated a new set of questions for tributary disciplines including <br />recreation scientists, fish biologist water quality experts, and stream <br />hydrologists; and (6) it has generated a program of developmental education. <br />However, the IFGIM has not as yet achieved its objective of providing a <br />capability of (1) assessing the recreation potential of a stream; (2) <br />specifying instream flow requirements for recreation; and (3) assessing the <br />impact on recreation potential of instream flow. <br />To achieve the above objective, the workshop lists four general <br />components which must be more fully understood: (1) the relationship between <br />recreation potential and instream flow--the criterion component, (2) the <br />description and prediction of the instream flow characteristics of a given <br /> <br />~ <br /> <br />.. <br /> <br />-- <br /> <br />22 <br />