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<br />TABLE 2. Suspended-sediment dOltOl from the 1996 controlled nood--conlinued
<br />
<br /> DAY 6 (4-1-96)
<br /> LOCATION ABOVE GRAND CANYON GAGE 122-MILE NATIONAL CANYON
<br /> LCR EDDY GAGE
<br /> GAGE
<br />AMPLER TYPE & D-77. P-6l (n=8) D.77. D-74 (n = 8) P-61 (n = 13) P-6I SUBSET!
<br />NUMBER OF SAMPLES (n) (n = 2)
<br />SUSPENDED-SAND D,O (mm) --- 0,217 0,178 0,143 --- 0,149
<br /> CONe. MEAN (l CONe. MEAN (l MEAN (l MEAN (l
<br /> (vol. %) CONe. CONe. (vol. %) CONe. CONC, CONC, CONe. CONe. CONe.
<br /> (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %)
<br /> SILT & CLAY 5,5e-3 6.4e-4 3.8e-3 7,6e-3 6,7e-4 4.ge-3 5,ge-4 9.4e-~ 2.Se-3
<br />TOTAL SAND (0,0625-2,0 mm) 0,051 0,010 0,043 0,033 0,015 0,052 0,014 0,063 0,016
<br />SAND SIZE CLASS
<br />mm ~
<br />0,0625100074 4,00103,75 1.3e-3 2. ge.4 1.8e-3 3.3e-4 --- --- 2.7e-~ 9.4e-4
<br />0,074 10 0,088 3.75103.50 2,le-3 4,5e-4 2.8e-3 5,60-4 --- --- 4.3e':~ 1.7e-3
<br />0,088 10 0,105 3.50 10 3.25 3.le-3 5.2e-4 3.7e-3 1.0e-3 h_ --- 6.1e-3 2.4e-3
<br />0,105100,125 3,25 10 3,00 --- 3,5e-3 5.le-4 0,012 4.3e-3 1.5e-:l _h --- 8,40-3 3,6e-3
<br />0,12510 0,149 3.00102.75 4.3e-3 I.le-3 4.ge-3 1.7e-3 --- --- 9.4e-) 3.3e-3
<br />0.]49100177 2,75102,50 4,6e-3 I.le-3 5.le-3 1.7e-3 --- h_ 9,8e-3 2.2e-3
<br />0,177 10 0,210 2,50102,25 5,2e-3 1.3e.3 3,90-3 2,40-3 on --- 9.8e.3 1.7e-3
<br />0,210100,25 2,25102,()() --- 6,2e-3 1.5e-3 0,018 3.2e-3 2,7e-3 --- _h 7.7e-3 I.le-4
<br />0.25100.30 2.00 to 1.75 7,Oe-3 1.7e-3 2.3e-3 3.1e-3 --- h_ 3.Se-3 1.5e-4
<br />0,30100," 1.7510 1.50 6,40-3 2,2e-3 8,8e-4 1.40-3 --- --- 6,8e-4 8,5e-6
<br />0,35100.42 1.5010 1.25 3,6e-3 2.7e-3 9,5e-5 2,40-4 --- --- 6,7e-5 3.3e-5
<br />0.42100,50 1.25 10 1.00 --- 2,Oe-3 1.ge-3 0,011 l.2e-4 3,2e-4 --- --- 2,2e-5 2,40-5
<br />0,50 10 0,59 1.00100,75 7,le-4 4.0e.4 4,7e-5 1.3e-4 --- --- 0 0
<br />0.59 (00.71 0,75100,50 4,8e-4 4.7e-4 0 0 --- --- 0 0
<br /> --
<br />0,71 100,84 0,50 10 0,25 1.6e-4 3,8e-4 0 0 --- --- 0 0
<br />0.8410 1.00 0,25 10 0,00 --- 0 0 1.ge-3 0 0 --- --- 0 0
<br />1.0010 1.19 00010 -0,25 0 0 0 0 --- --- 0 0
<br />1.1910 1 41 -0.25 (0 -0.50 0 0 0 0 --- _h 0 0
<br />1.4] 10 1.6R -0,5010 -0,75 0 0 0 0 --- --- 0 0
<br />1,68102,()() -0,7510 -I.()() on 0 0 0 0 0 --- --- 0 0
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