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<br />u.i 80000 <br />2 <br />=> 70000 <br />..J <br />0 <br />>CJ) 60000 <br />....0:: <br />Zw <br />w.... 50000 <br />2W <br />02 <br />Wo 40000 <br />CJ)- <br />..JlXl <br />w=> 30000 <br />ZO <br />zz <br /><(- 20000 <br />J: <br />0 <br />Z 10000 <br />:(( <br />2 <br /> 0 <br /> N M ~ <br /> <J) <J) <J) <br /> <J) <J) <J) <br /> ...... ~ ...... <br /> -.. -.. <br /> ...... ...... ...... <br /> c c -.. <br /> c: <br /> ro ro ro <br /> -, -, -, <br /> <br />-- RM 3 --- RM 51 -:- RM 68 <br />---- RM 43 -7-- RM 55 <br />---I f- RM 47 -- RM 62 <br /> <br />A. Figure 25. Graphs showing <br />(A) measured sediment <br />volume in the 7 largest pools <br />measured by NAU. (8) <br />Measured sediment volume <br />in the 9 smallest pools. <br /> <br />. <br /> <br /> <br />L() co r- <0 <J) 0 ...... <br /><J) <J) <J) <J) <J) 0 0 <br /><J) <J) <J) <J) Ol 0 0 <br />...... ...... ...... ~ ...... ~ ~ <br />-.. -.. -.. -.. <br />...... ...... ...... ... ...... ...... ...... <br />-.. -.. -.. c c c c <br />c: c: c: <br />ro ro ro ro ro ro <1l <br />-, -, -, -, -, -, -, <br /> <br />W. 30000 <br />2 -- RM 16 B. <br />=> <br />..J ---- RM 22 <br />0 25000 <br />> --0- RM 30 <br />....CJ) --- RM 32 <br />zO:: -7-- RM 45 <br />Ww 20000 --RM50 <br />2.... <br />_W --<,:- RM 65 <br />02 -RM81 <br />wo 15000 ---0- RM 87 <br />CJ)_ <br />..JlXl <br />w=> . <br />zO <br />Zz 10000 <br /><(- I <br />::c 5000 ~ <br />0 <br />Z <br />:(( o t ':, <br />2 <br /> N M v L() co r- <0 <J) 0 ...... <br /> <J) <J) Ol <J) <J) <J) <J) <J) 0 0 <br /> <J) <J) <J) <J) <J) 0> 0> OJ 0 0 <br /> ...... ...... ...... ...... ...... ...... ...... ...... ~ ~ <br /> -.. -.. ;:: -.. -.. -.. -.. -.. <br /> ...... ...... ...... ...... ...... ...... ...... ...... ...... <br /> -.. c c c c c -.. c -.. <br /> c: c: c: c: <br /> ro ro ro ro ro ro ro ro ro <1l <br /> -, -, -, -, -, -, -, -, -, -, <br /> 4.0 700 -t Figure 26. Graphs <br /> ::c showing normalized <br />..J 3.5 - 600 z~ sediment volume in 16 <br />W 00S: <br />Z 500 c: Z m main channel pools and the <br />Zw 3.0 - CD-t> mean discharge during the <br /><(:;: . 400 0::Cz <br />::c::> s:"g month preceding each <br />o..J 2.5 - <br />zo 300 m::OCll survey. The data from <br /> -tm0 <br />:((> i m0::c each site were normalized <br />:2:.... 2.0 - 200 ::om)> <br />OZ CIl0::O by dividing the measured <br />WW . 100 "zGl <br />N~ 1.5 - mG)m volume during each survey <br />:JO . . 0 ::O-to by that measured in the <br /><(W - CIl::cC: <br />:2:(f) 1.0 mm::O pool during the February <br />c::: . . -1000 CIl z <br />0 0.5 OC:Gl 1996 survey. The thick <br />Z - . -200 15 ~ solid line is a smoothed <br /> . <br /> 0.0 - .300 m curve fit to the data. <br /> :< <br /> N '" '<T U') co r- <0 (J) 0 0 <br /> (J) (J) (J) (J) (J) (J) (J) (J) 0 <br /> (J) (J) (J) (J) (J) (J) (J) (J) 0 0 <br /> ... ... ... ... ... ... ... ... ~ ~ <br /> -.. -.. -.. -.. -.. -.. -.. -.. . <br /> ...... ... ... ... ...... -.. <br /> c c c c c c c c c c: <br /> <1l <1l m <1l <1l m m m m m <br /> -, -, -, -, ...., -, -, -, -, -, <br /> <br /> <br />36 System-wide Changes in the Distribution of Fine Sediment in the Colorado River Corridor... <br />