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<br />564 <br /> <br />10000 <br /> <br />1000 <br />m <br />8lm <br />..8: 100 <br />"'~ <br />W:I: <br />~~ 10 <br />~~ <br />WZ <br /><11- <br />~!Z <br />~g 0.1 <br />:>" <br />0< 0.01 <br />" <br />< <br /> <br />0.001 <br /> <br />TOPPING ET AL: COLORADO RIVER SEDIMENT TRANSPORT, 2 <br /> <br />FRONT OF UPSTREAM (UNIMODAL) PORllON OF SEPT. 1998 SEDIMENT WAVE <br />:0+-- DOWNSTREAM (SECONDARY-MODE) PORTION OF----" <br />SEPT. tgge SEDIMENT WAVE <br /> <br /> <br />.... <br /> <br />....... <br /> <br />....~... $ILT&CLAY <br />---.- 0.0625-0.077 mm SAND <br />-0- Q.on-O.088 mm SAND <br />___._0.088-0.105 mm SAND <br />-0-- 0.105-0.125 mm SAND <br /> <br /> 0.0001 <br />a) 0 '0 20 30 40 50 60 <br /> RrvER MILE <br /> 10000 <br /> 1000 ....~m SILT & a..AY <br />m ~ O.062~.077 rrm SAND <br />m <br />m <br />-- 100 --0- 0.077-0.088 rrm SAND <br />~ffi -+- 0.088-0.105 mm SAND <br />~1C <br />" " 10 -0-0.105-0.125 nvn SAND <br /><w <br />"Ii: <br />zw <br />-<II <br />!zo; h... <br />:>!z 0.1 <br />ii5 .-.... <br />" 0.01 <br />< <br /> 0.001 <br /> <br /> 0.0001 <br />b) 0 <br /> 10000 <br /> 1000 <br />m <br />;;g: 100 <br />g:- <br />~:I: <br />>-0 10 <br /><'" <br />,,< <br />" <br />o;z <br />!z;: <br />:>z 0.1 <br />0:> <br />,,0 <br /><" <br />< 0.01 <br /> 0.001 <br /> 0.0001 <br />c) 0 <br /> <br />10 <br /> <br />20 <br /> <br />30 <br />RNER MILE <br /> <br />40 <br /> <br />50 <br /> <br />60 <br /> <br />.... <br />.... ....... <br />.......~......... <br />.m)(:... SILT & CLAY (me8l1 value = 0.74) <br />---.- 0.0625-0.017 mm SAND (mean value = t.n <br />-0- 0.077-0.088 mm SAND (mean value = 2.1) <br />--+- O.~.105 mm SAND (mean value", 3.6) <br />--0- 0.105-0.125 mm SAND (mean value = 5.0) <br /> <br />x.... <br /> <br />..... <br /> <br />...... <br />....... <br /> <br />............ <br /> <br />10 <br /> <br />20 <br /> <br />30 <br />RIVER MILE <br /> <br />40 <br /> <br />60 <br /> <br />50 <br /> <br />Figure 15. Changes in the amount of silt and clay and four size classes of finer sand on the bed of the <br />Colorado River in Marble Canyon associated with the September 1998 Paria River floods. These changes are <br />shown only for the locations that were sampled on all three trips (in March 1998, September 1998, and May <br />1999). (a) Ratio of the amount of each size class composing the tine sediment on the bed following the Paria <br />River floods in September 1998 to the amount of each size class that composed the fine sediment on the bed <br />in March 1998. Impact of the tributary-flood sediment on local grain-size decreases downstream is shown. This <br />effect is most pronounced for intermediate grain sizes, since finest sediments (silt and clay) tended to bypass <br />this reach and coarser sizes (>0.105 mm) had not yet greatly arrived by the time of the September 1998 <br />sampling trip. (b) Ratio of the amount of each size class composing the fine sediment on the bed in May 1999 <br />(8.5 months after the Paria River floods) to the amount of each size class that composed the fine sediment on <br />the bed in September 1998 (immediately following the Paria River floods). (c) Ratio of the amounl of each <br />size class composing the fine sediment on the bed in May 1999 (8.5 months after the Paria River floods) to <br />the amount of each size class that composed the fine sediment on the bed in March 1998 (6 months before <br />the Paria River floods). The mean values of the ratios for each size class are shown in parentheses. <br />