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<br />discharge measurements indicates that at some time between the measurements the <br /> <br />discharge was sufficient to scour the bed. Mean daily discharges between measurements <br /> <br />where the bed elevation changed more than 0.25 m were determined and compared with <br /> <br />discharges during periods where bed elevation remained constant. We used a two-tailed <br /> <br />t-test and assumed equal variance to determine ifthe maximum discharges during periods <br /> <br />of scour were drawn from statistically different populations than the maximum <br /> <br />discharges when the bed elevation remained constant. We created histograms of the <br /> <br />mean daily discharges for periods of bed stability and periods of scour to facilitate <br /> <br />compansons. <br /> <br />We also used the discharge records to look for long-term changes in channel <br /> <br />width. The distance between right and left edges of water was recorded at the time of <br /> <br />each discharge measurement. This measurement represented the top width of the <br /> <br /> <br />inundated portion of the channel at the given discharge, but did not define the boundaries <br /> <br /> <br />of the channel. To determine if the width of the channel had changed, we analyzed <br /> <br /> <br />discharge measurements made between 10% greater than and 25% less than what we <br /> <br />earlier had determined to be the bankfull discharge of 105 m3/s (3700 ft3/S). Because the <br /> <br />location of discharge measurements varied, we limited the analysis to measurements <br /> <br />made within a 60 m reach extending upstream from the cable. <br /> <br />J <br /> <br />Determination of Dso Particle Sizes <br /> <br />The D5o, or median bed particle size, was determined by performing pebble <br /> <br />counts on representative exposed gravel deposits within the study reach. Six pebble <br /> <br />counts were performed on three exposed or slightly submerged cobble bars during April <br />15 <br />