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<br />A-17. Graph showing sediment transport rating relationship for White River near <br /> <br />Watson (station 09306500) ...................... ........................ ............ ........................ 53 <br /> <br />A-18. Graph showing sediment transport curves for station 09306500.........................54 <br /> <br />A-19. Graph showing flow duration curvefor station 09306500 based on mean daily <br /> <br />discharge values for the periods 1904 to 1905, 1923 to 1979, and 1985 to 1999. 55 <br /> <br />A-20. Graphs on this page and next page showing hysterisis in sediment transport ..... 56 <br /> <br />A-21. Photograph of a USGS discharge measurement note .......................................... 58 <br /> <br />A-22. Graph showing typical hydrograph for the White River ...................................... 59 <br /> <br />A-23. Plots show mean daily discharges from station 09306500 plotted with the <br /> <br />corresponding bed elevations .... ...... ................................................. .................... 60 <br /> <br />A-24. Graph showing histograms for discharges during periods of stable bed elevation <br /> <br /> <br /> <br />and periods of scour ........................ ..................................................................... 61 <br /> <br /> <br />A-25. Graph showing increased channel widths following the 1983-84 floods ............ 62 <br /> <br /> <br />A-26. Graph showing elevation of the bed at 2 discharges ............................................ 63 <br /> <br /> <br />A-27. Graph showing channel cross-section 5 ...............................................................64 <br /> <br /> <br />A-28. Graph showing increased bed elevation was observed at several cross-sections <br /> <br /> <br />where the bed was very coarse ............................................................................. 65 <br /> <br />LIST OF KEY WORDS <br /> <br />White River, geomorphology, sediment transport, flow recommendation, channel <br /> <br />maintenance flow, effective discharge, bankfull discharge <br /> <br />Vll <br />