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<br />, <br />., <br /> <br />NA U Sand Bar Studies <br /> <br />Final Report <br /> <br />;1 <br /> <br />Transport of Flood-Derived Sand From the 3-km Reach <br />Less than 20% of the sand delivered to the Colorado River in August-September 1997, remained <br />in the 3-km reach by early November when the 1997 Test Flow occurred, The amount of flood- <br />derived sand in the reach just prior to the 1997 Test Flow was estimated by comparing bed topography <br />in Segments 3 and 4 on September 27 and November 3 (Table I), Segments I and 2 were not <br />surveyed in November, Assuming that the decrease in storage was as great as in Segments 3 and 4, the <br />total volume of August-September Paria River-derived sand remaining in the study reach at the onset <br />of the 1997 Test Flow was 205,000 m3 (0.35 million Mg), Thus, 36 days after the last 1997, Paria <br />River flood, the estimated volume of sand remaining in the reach was approximately 12 to 18% of the <br />preceding cumulative sand input (2.41 :t 0.48 million Mg) in August-September. In other words, <br />nearly half of the volume of sand supplied by the Paria River during August-September 1997 had been <br />eroded prior to the start of the 1997 Test Flow, <br />These results show that sand initially deposited immediately downstream from the mouth of the <br />Paria River is rapidly transported further downstream within weeks to months, The rapid erosion of <br />accumulated sediment in the 3-km reach in fall 1997, was similar to the response of the bed at selected <br />cross sections in the reach to a large influx of Paria River sediment in August 1992, when sand <br />deposited by this tributary flood was mostly eroded within 4 months (see Figs, 12-20 on pp, 29-34 in <br />Graf et ai" 1995), <br /> <br />~ <br />~~ <br /> <br />" <br /> <br />!-; <br /> <br />~ <br />>. <br /> <br />~; <br />~ <br />,. <br />> <br />., <br /> <br />,. <br /> <br />" <br /> <br />~; <br /> <br />i' <br /> <br />..... <br /> <br />. <br /> <br />~: <br /> <br />Changes in Suspended Sediment Concentrations and Grain Size <br /> <br /> <br />Results from the USGS suspended-sediment and bed material sampling program at the lower <br /> <br /> <br />Marble Canyon gage from August 28 to September 18, 1997, have important implications for the rates <br /> <br /> <br />at which Paria River sediment inputs were being transported downstream, Suspended sand <br /> <br /> <br />concentrations increased at the gage after each tributary flood (Fig, 4), The greatest measured increase <br /> <br /> <br />was observed following the September 15 flood, which had the longest flood duration (- 9 hours <br /> <br /> <br />above 50 m3/s) of the four 1997, Paria River floods (Fig, 2a), The arrival of Pari a-derived streamflow <br /> <br /> <br />on September 16 coincides with a total sediment concentration increase of nearly a factor of twenty- <br /> <br /> <br />four (the sample was taken about 3 hours after the peak had reached the gage), from an average <br /> <br /> <br />concentration of 0.022% by volume on September 15 to a value of 0,506% on September 16, Silt and <br /> <br /> <br />clay concentrations increased by a factor of twenty-seven (from 0,019% to 0.491 % by volume) and <br /> <br /> <br />sand concentrations increased by a factor of six (from 0,002% to 0,015% by volume). During this and <br /> <br /> <br />other events during the sampling period, rapid increases in suspended-sand concentration were <br /> <br />>, <br />'^ <br />I': <br /> <br />~ <br />r <br />" <br />iIJ <br />..: <br /> <br />:i" <br />,,, <br />~,l._ <br />"' <br /> <br />~ <br /> <br />~~; <br />~:~ <br />r;,_ <br />.''i <br /> <br />~.' <br /> <br />18 <br />