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<br />TOPPING ET AL: COLORADO RIVER SEDIMENT TRANSPORT, 2 <br /> <br />sediment (i.e., the fines will be winnowed from the bed), re- <br />sulting in ooarsening of the bed. This was observed at the <br />Grand Canyon gage following the 1983 Little Colorado River <br />flood, at all measurement locations during the 1996 flood ex- <br />periment. at all measurement locations during the 1997 test <br />flow, and on the bed of Marble Canyon between September <br />1998 and May 1999. A stratigraphic record of this winnowing <br />process is preserved in the inversely graded flood deposits that <br />were produced during predam snowmelt floods [Rubin el aI., <br />1998; Topping et al., this issuel, the 1996 flood experiment, and <br />the 1997 lest flow. <br /> <br />7. Conclusions <br /> <br />Systematic changes in bed elevation at a cross section during <br />a flood can be used to make inferences about depletion of the <br />upstream sediment supply in rivers. At a cross section that <br />aggrades with increasing water-sunace stage (e.g., the Grand <br />Canyon cahleway cross section), the ohservation that the time <br />of maximum bed elevation occurs prior to either the peak or <br />the receding limb of a flood indicates the presence of sediment <br />supply limitation. However, at a cross section that scours with <br />increasing water-sunace stage, the effects of depletion of the <br />upstream sediment supply cannot be separated from Ihe ef- <br />fects of a delayed response of the bed topography to changing <br />flow oonditions. <br />The grain-size distribution of sediment in rivers evolves sys- <br />tematically as a function of changes in the upstream sedimeTIt <br />supply. In the Colorado River, grain size evolves in response 10 <br />both tributary acIivily and dam operation, resulting in signifi- <br />cant changes in sediment-transport rates over time. Sand- <br />transport rates in the Colorado River have been observed to <br />change by as much as a factor of 55 in response to these <br />changes in grain size. After sediment is added to the Colorado <br />River during tributary floods, it travels downstream as a sedi- <br />ment wave that elongates as finest sizes are preferentially <br />transported downstream (as observed on the bed of Marble <br />Canyon in September 1998). AI; the fine front of a sediment <br />wave reaches a given site, both the bed and suspended sedi- <br />ment will first fine, and sediment-transport rates will increase. <br />On the "receding limb" of a sediment wave both the bed and <br />suspended sediment will coarsen as the upstream supply of the <br />finer grain sizes decreases. In response to the decreased up- <br />stream supply of the finer sizes, fines will be winnowed from <br />the bed, and sediment-transport rates will decrease. During <br />mainstem floods this process results in coarsening of lbe sediment <br />supplied to eddies and produces inversely graded deposits. <br />Because sand-transport rates change substantially in re- <br />sponse to grain-size changes following tributary sediment in- <br />puts, sediment budgets cannot be constructed [or reaches of a <br />bedrock, supply-limited river like the Colorado River by as- <br />suming stable relationships between the discharge of water and <br />sand-transport rates. Such an approach [U.S. Deparrmenl of the <br />Inlerior, 1995] calibrated to a relatively depleted state prefer. <br />entially underestimates sand-transport rates following tribu- <br />tary floods and results in the prediction of substantial sand <br />accumulation in the Colorado River over time. The key to <br />understanding sand transport and therefore sand budgets in <br />the Colorado River is an understanding of the processes that <br />control the short-term fining of sand in the river following large <br />tributary floods and the subsequent coarsening of sand in the <br />river as the fines are winnowed from the bed and either de- <br />posited in eddies or transported downstream. <br /> <br />569 <br /> <br />AckaowIedpl...... This work was funded by the Grand Canyon <br />Momtonng and Research Center and was oonducted in collaboration <br />with the USGS Arizona District Arizooa District personnel oollected <br />the 1983 wU.a al the Grand Canyon gage, the 1996 data at the Lower <br />Marble Canyon and National Canyon gages, and the 1997 data at all of <br />the gages. The Bureau of Reclamation provided the P-61 suspended- <br />sediment sampler used to collect samples at the Grand Canyon gage in <br />1996. Conversations with Ted Metis. Joe Hazel, Steve Wiele, Jack <br />Schmidt, Peter Wilcock, Roberto Anima, Nancy Hornewer, and Mar- <br />garet Franseen helped improve the science. Steve Wiele, Joseph <br />Lyons., Jim Bennett, L.es Vierra, Tom Hopson, Sam Jansen, Curt <br />Crouch, Jack Schmidt, Joe Hazel, Matt Kaplinski, Mark Manone, <br />Greg Williams, Kelly Smith, Steve Bledsoe, and Matthew Fahey <br />helped collect the data presented In this manuscript. This manuscript <br />received critical and helpful reviews by Jack Schmidt, Ted Melis, Bill <br />Dietrich, Alan Howard, Peter Whiting, and Jim Bennett. <br /> <br />References <br /> <br />Allen, P. B., and D. V. Peter.;en, A &tody of the variability of suspended <br />sediment measurements, in Erosion tutd Se~nl Transport Mea. <br />surements, Proceedings of the FloIt/lCe Symposium, JUT!< 1981,/AHS <br />PubL /33. 203-211, 1981. <br />Andrews, ED., Seour and fill in a stream channel, East Fork River, <br />western Wyoming, U.S. GeoL Swv. 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