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<br />TABLE 2. Suspended-sediment dala (rom the 1996 controlled flood--conlinued
<br />
<br /> DAY 4 (3-30-96)
<br /> LOCATION ABOVE GRAND CANYON GAGE 122-MILE NATIONAL CANYON
<br /> LCR EDDY GAGE
<br /> GAGE
<br />AMPLER TYPE & D-77. P-61 (n =4) D-77. D-74 (n = 8) P-61 (n = 13) P-61 SUBSEH
<br />NUMBER OF SAMPLES (n) (n = 2)
<br />SUSPENDED-SAND D,o (mm) on 0,207 0,172 0,142 n_ 0,156
<br /> CONe. MEAN <J CONe. MEAN <J MEAN <J MEAN <J
<br /> (vol. 'Yo) CONe. CONe. (vol. %) CONe. CONe. CONC, CONC, CONe. CONe.
<br /> (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) (vol. %) ("'01.%) (vol. %)
<br /> SILT & CLA Y 7.4e-3 6.le-4 5.3e-3 8,6e-3 8,ge-4 7.2e-3 4.4e-4 0,012 4.9c-4
<br />TOT AL SAND (0,0625-2,0 mm) 0,064 0,021 0,061 0,036 0,020 0,060 0,011 0,062 6,2e-3
<br />SAND SIZE CLASS
<br />mm $
<br />0,0625 100,07' 4.00103.75 1.5e-3 6.3e-4 2.2e-3 8,7e-4 --- --- 2.7e-) 2.1e-4
<br />0,074 10 0,088 3.75103.50 2,ge-3 I.Oe-3 3.le-3 6.le-4 --- --- 4.le-3 5.8e-4
<br />0.088 to O. I 05 ~.50 to .'.25 3.8e-3 1.3e-3 4.2e-3 1.2e<' _n --- 5.8e-3 5.8e-4
<br />0105100,125 3.25 to 3.00 --- S.2e-3 2.4e-3 0,019 4,ge-3 1.3e<3 --- --- 7.le-3 6,ge-4
<br />0.125 to O. 149 3,00102,75 5,6e-3 2.4e-3 5.le-J l.5e-3 --- --- 8,5e-3 3.6e-4
<br />0.]49 to 0.177 2.75 to 2.50 6,4e-3 J.2e-3 5,Oe-3 3.2e-3 --- --- 9,4e-3 4.2e-4
<br />0.177100.210 2.:';0 to 2.25 7.2e-3 3.3e-3 4.8e-3 3,ge-3 --- --- 0,011 9.0e-4
<br />0.210to025 225102,00 --- 7.2e-3 3.2e-3 0,026 3,8e-3 4.4e-J --- --- 8,7e-3 1.0e-3
<br />0,25100,)0 2,00101.75 7,ge-3 2,8e-3 2,Ie-) 3.2e.3 --- --- 3,8e-3 6,6e-4
<br />0.30100.35 1.75 (0 1.50 8,2e-3 2.2e-3 5.2e-4 6,4e-4 --- --- 9.2e-4 5.0e-4
<br />0.35 to 0 42 150101.25 4.3e-3 6,le-4 2,4e-4 3.3e-4 --- _n 3.3e-4 2,6e-4
<br />0.42100,50 1,25101,00 --- 2,Oe-3 6,le-4 0,015 3,Oe-4 3,6e-4 --- --- 3,8e-5 41e-5
<br />0.50 10 0.59 1.00 to 0.75 8,Oe-4 5,ge-4 8,8e-5 2.5e-4 _n --- 6,2e-6 8,8e-6
<br />059100,7 ] 0,75 10050 5,2e-4 3.5e-4 0 0 --- --- 3,8e-6 5,4e-6
<br />0,71 100,8' 050100,25 2,ge-4 5,2e-4 0 0 --- --- 0 0
<br />0,84 10 1.00 0,25 100,00 --- 0 0 ] .3e-3 0 0 --- --- 0 0
<br />100 to 1.1<) 0,00 10 -0,25 0 0 0 0 --- --- 0 0
<br />1.19 to 1.41 -0,25 10 -0,50 0 0 0 0 --- --- 0 0
<br />1.41101.68 -0,5010 -0,75 0 0 0 0 --- --- 0 0
<br />I 6810 2,()() -0.7510-1.00 --- 0 0 0 0 0 --- --- 0 0
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