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<br />TABLE 2. Suspended-sediment data from the 1996 conlTolled nood--continued
<br />
<br /> DAY 3 (3-29-96)
<br /> LOCATION ABOVE I GRAND CANYON GAGE 122-MILE NATIONAL CANYON
<br /> LCR EDDY GAGE
<br /> GAGE
<br />AMPLER TYPE & 0-77. P-61 (n - 8) D-77~ 0-74 (n _ 8) P-61 In= 12) P-61 SUBSETt
<br />NUMBER OF SAMPLES (n) (n = 2)
<br />SUSPENDED-SAND 0'0 (mm) 0,136 0,200 --- 0,138 --- 0,116
<br /> CONe. MEAN cr CONe. MEAN cr MEAN cr MEAN cr
<br /> (vol. %) CONe. CONe. (vol. %) CONe. CONe. CONe. CONe. CONe. CONe.
<br /> (vol. %) (vol. %) (vol.%) (vol.%) (vol.%) {....o\.%} (vol. %) Ivol. %)
<br /> SILT & CLAY 8,Oe-3 8,6<-3 S,Qe-4 0,015 2.5e-3 0,010 9,ge-4 0,016 2,Oe-3
<br />TOTAL SAND (0,0625-2,0 mm) 0,039 0,068 0,014 0,083 0,066 0,084 0,015 0,087 0,022
<br />SAND SIZE CLASS
<br />mm ~
<br />0.0625 10 0.074 14.0010 J.75 1.8e-J 3.le-4 4,40-3 , .ge-:' ~ 4ge-1 ~~
<br /> --- ---
<br />0,074100,088 ~.l.50 2.7e-.1 5.ge-4 7.le-~ 4,Qe-3 --- ---
<br /> 7.ge-~ 1.6t:-~
<br /> ---- --
<br />0.088 to 0.] 0) -_12~.~_~~.~_? .25 4..1e-.1 7..1e-4 0,011 8,2<03 --0 --- 0,011 ~.O~-.l
<br />O~lf)~ 10f) 12.'i ~~.2~ 10 .1.00 0,018 5.2e-.1 1.2c-:, --- 0,013 0,011 --- -- 0,013 3.9L'-:'
<br />Ccc----" ~.OO to 2.75 6.6e-:' 1.3c'~ 0,013 0011 0,014 .l7t.'-:,
<br />0.12.'i loO.]4l) --- ---
<br />0.149 (0 0.177 2.75 to 2.50 7,40-3 1.8e-3 0,011 8.7e<1 --- --- 0,014 3Ac-:'
<br />ro~I77100,2]0 2.50102,25 8,7<-3 2,6<-3 9.5e':-\ 7,40-3 0-- --- 0,013 :,.6t.'-3
<br />0,210100,25 2.25 102.00 0,014 8,6<-3 2.3c-3 --- 6.7e-.1 6,6e-3 --- --- 7.7e-:.. 16e-:,
<br />0.25 to 0..10 2.0010 1.75 8,6.:-3 2.0c-3 4.5e-.1 5,0.,-3 --- --- 1.ge-:' 2.lc-4
<br />0.30 to 0.1) 1.75tol.50 7.le-3 1.5e-3 2.Se-) 3,2<-3 --- 0-- 5.2e-4 .1..1t:-4
<br />0..15 to 0,..12 1.50101.25 S.le-:. 2.2e-3 6,40-4 9,2e-4 --- --- 1.2e-4 3.3e-S
<br />0.42 to 0.50 1,25101,00 6,6e-3 1.6e-3 4.4e-4 --0 3,8e-4 5,2e-4 --- --- 2,Oe-S 2,9c-S
<br />0.50 10 0.59 1,00100,75 4.3e-4 3.4e-4 2,40-4 3.5e-4 --- --- 0 0
<br />o 59 III () 71 0.7:1100..';0 4.4e-5 9 le-5 1.5e.4 1,40-4 --- 0-- 0 0
<br />---. -.-. ..-- ~------- 2.4C-4l
<br />0.71 to 0.84 0.50 10 0,25 8,6<-5 1.ge-5 5.Je-5 --- _0- 0 0
<br />0.84 \0 \.00 0,25 100,00 4,7e-S 0 0 --- 1.40-4 1,ge-4 --- .-- 0 0
<br />] 0010 1.19 0,0010 -0,25 0 0 1,0.,-4 2,ge-4 --- --- 0 0
<br />-- -0,25 10 -0,50 0 0 0 0 0 0
<br />1.19to ] 41 --. .--
<br />1.4110 1,68 00,5010 -0,75 0 0 0 0 --- --- 0 0
<br />I 68 10 2,00 -0,7510 -1,00 0 0 0 --. 0 0 --- --- 0 0
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