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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 />
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