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<br />FINAL REPORT, November 2003 <br />High-jlow Requirements for the Duchesne River <br /> <br />Figure 39: Diagram of cutbank stratigraphy at the edge ofthe pre-avulsion channel <br /> <br />near Wissiup Return............................. .... ................................................... ................................ 115 <br /> <br /> <br />Figure 40: Diagram of stratigraphy in a pit in the tamarisk terrace near <br /> <br />Wissiup Return................................ ................................................................ ............................ 115 <br /> <br /> <br />Figure 41: A portion of the flow duration curve for eight years with total annual <br />channel-forming discharges between 3,000 ft3/s-days and 10,000 ft3/s-days. <br />Magnitude/duration combinations defining the proposed channel-forming hydrograph <br />for wet years are indicated. .......................................................... ........................................ ....... 127 <br /> <br />Figure 42: Cumulative sediment transport curves for extremely wet years (years with <br />total annual flow exceeding the 90th percentile), wet years (years with total annual flow <br />between the 60th and 90th percentiles), and normal years (years with total annual flow <br />between the 30th and 60th percentiles). ........................................................................................ 127 <br /> <br />Figure 43: Water-sediment efficiency curve for normal years. .................................................. 128 <br /> <br />viii <br /> <br />J <br />