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<br />TABLE 2. Suspended-sediment dnln from (he 1996 conlrolled ll00d--conlinued
<br />
<br /> DAY 2 (3-28-96
<br /> LOCATION ABOVE GRAND CANYON GAGE 122-MILE NATIONAL CANYON
<br /> LCR EDDY GAGE
<br /> GAGE
<br /> SAMPLER TYPE & D-77- P-61(n = 4) D-77- D-74(n _ 0) P-61 (n -10) P-61 SUBSET!
<br />NUMBER OF SAMPLES (n) (n = 2)
<br />SUSPENDED-SAND D,o(mm) --- 0,172 0,167 --- --- 0,127
<br /> CONe. MEAN (J CONe. MEAN (J MEAN (J MEAN I (J
<br /> (vol. %) CONe. CONe. (voL %) CONC, CONe. CONe. CONe. CONe. CONe.
<br /> (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %)
<br /> S[LT&CLAY 0,0] 3 1.2e-3 9.le-3 0,020 1.ge-3 0,027 1.ge-3
<br />TOTAL SAND (0,0625-2,0 mm) 0,077 0,019 0,092 0091 0,014 0,082 3.ge-:.
<br /> SAND SIZE CLASS
<br />mm $
<br />0,0625 '00,074 4.00 (0 3.75 3.le-3 4.le-4 no --- --- no 6,4e-3 8,ge-4
<br />0.074 10 0.m~8 13,75 to 3,50 4,60-3 4.6e-4 --- --- --- --- 9.3e-:. 8.9c-4
<br />0.088 10 O. 105 :'.50 to 3.2." 6,4<-3 6,8e-4 --- --- m --- 0,011 :..6e.4
<br />0,105100,[25 3,25 '0 3,00 --- 7.7e-:. 1.0.-3 0,025 no --- --- no 0,013 2.ge-4
<br />0.125 toO.149 3.00102.75 8,6e-3 1.6e-:. --- m --- --- 0,013 8.3e-4
<br />0.]49100.177 2.7~ (0 2.50 9.4e-:. 2.6e-:. --- --- --- --- 0,0]2 2.6e-4
<br /> --
<br />0177 to 0.210 2.50102.25 9,2e-3 2.5e-:. --- _n --- no 0,0] I l.4e-4
<br />0.210 (0 0.2~ 2.25 to 2.00 --- 8,8e-3 2.:.e-:. 0,050 --- --- --- --- 5.4e-:. 1.ge.4
<br />0,25 '00,30 2,00'0 1.75 8.ge-:. 2,7e-3 --- --- --- --- 1.3e-3 5.8e-5
<br />- -
<br />0.30100.35 1,75'01,50 5,ge-3 2,8e-3 --- _n --- n_ 1.6e-4 1.6e-4
<br />0.35 to 0 42 1.50 to 1.25 2.3e-:. 1,7e-3 no --- --- --- 1.6e-4 2,ge-5
<br />0.42 10 0.:'i0 1.25 to 1.00 --- l.]e-3 7,ge-4 0,016 no --- --- --- 3,Oe-5 4.3e-5
<br />0.50 to 059 1,00 to 0,75 2,7e-4 I.le-4 --- --- --- --- 0 0
<br />0,59 to 0,7] 0,75 100,50 3,Oe-4 3,6e-4 --- --- --- --- 0 0
<br />0,7] 10 0,84 0,50 to 0,25 0 0 --- --- --- --- 0 0
<br />0,84'0 [,00 0,25 '0 0,00 --- 0 0 I.Oe-3 --- --- m --- 0 0
<br />].00101.19 0,00'0 -0,25 0 0 no _n --- --- 0 0
<br />1.19to 1.41 -0,25 '0 -0.50 0 0 --- --- --- --- 0 0
<br />1.4] '0 [,68 -0,5010 -0,75 0 0 no --- --- --- 0 0
<br />1,68102,00 -0,75'0 -1.00 --- 0 0 0 --- --- --- --- 0 0
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