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<br />I. SUBDIVIDE THE STUDY REACH INTO CELLS <br />BY TRASECT AND VETICAL PLACEMENT, <br /> <br /> <br />VERTICALS <br /> <br />W <br />N <br /> <br />3, DETERMINE THE SURFACE AREA OF <br />EACH CELL. <br /> <br /> <br />2. CALIBRATE THE HYDRAULIC MODEL TO <br />REPRODUCE OBSERVED STREAMFLOW CONDITIONS, <br />THEN PREDICT HYDRAULIC PARAMETER VALUES <br />WITHIN EACH CELL FOR UNOBSERVED STREAM FLOWS. <br /> <br /> <br />V= .75 fps <br />D= 1.0 ft <br /> <br />4. I DENTIFY THOSE CELLS WHICH HAVE <br />A SIMILAR COMBINATION OF PARAMETER <br />VALUES, <br /> <br /> <br />Figure 2. Identification of available combinations of hydraulic conditions within the simulated <br />stream reach. <br /> <br />, <br />