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<br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />..~.. . <br /> <br />,- <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Figure S. Photograph of the Smoky Hill River at Elkader, Kansas, <br />which has a wide braided channel with sand banks. <br /> <br />I <br /> <br />The hydraulic-geometry parameters of width, mean depth, and velocity <br />were related to the average discharge, and the discharge exceeded 10, <br />50, and 80 percent of the time from a flow-duration curve. A flow- <br />duration curve shows the percentage of time that specified discharges <br />are equaled or exceeded. Examples are presented on figure 6. The <br />curves show the distributions of flow for two drainage basins that <br />have extremely different climates. The mean annual precipitation at <br />Pottawatomie Creek near Garnett is more than twice that at Smoky Hill <br />River at Elkader. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />FreQuency information through 1965 for all the stations included in <br />this report is available in a report by Burns (1967). The flow- <br />duration data from that report were used in this analysis, except <br />for a few stations that have short records. Flow-duration information <br />for these stations includes records through 1968. All average <br />discharges were determined from records through 1968. Table I gives <br />the results of analysis for each station and the limits of use. <br />Stations for which the regulated period of record was used to define <br />the parameters are followed by asterisks in table I. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />8 <br /> <br />I <br /> <br />I <br />