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<br />..
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<br />:Ell> Table 5. Suspended-sediment loads measured using the regressions in table 3 or estimated from regressions of annual suspended-sediment load and
<br />.. CD
<br />_0.
<br />CD- annual stream discharge for s~es 1-6 and station 09306300, Wh~e River, water years 1975-88-COntinued
<br />~ :3
<br /><CD
<br />CD "
<br />.. -
<br />Ol~
<br />~..
<br />CD"
<br />...... SITE 4 SITE 5
<br />'1''8
<br />l::. Dally load Dally load
<br />.. Annual Annual
<br />" Water (tons) (tons)
<br />0.
<br />:E year Yield Yield
<br />.. Load (tonal Maximum Load (tonal (tonal
<br />lD Maximum Minimum Average (tons) (tonal Minimum Average (tons)
<br />'? acre-It) ml1 acre-It) m;2)
<br />0
<br />"
<br />!!. 1975 3,610 18 290 106,000 0.20 104 *386,000 *0.70 *212
<br />~ 1976 1,640 13 146 53,300 0.14 52 *235,000 *0.59 *129
<br />n
<br />". 1977 414 4 46 16,900 0.08 17 *53,000 *024 *29
<br />..
<br />iil
<br />" 1978 3,710 12 307 112,000 0.21 109 *375,000 *0.70 *206
<br />lD
<br />~ 1979 3,570 21 293 107,000 0.20 104 *387,000 *0.70 *213
<br />!
<br />n
<br />..
<br />.. 1980 2,360 25 231 84,400 0.18 82 *328,000 *0.67 *180
<br />"
<br />0.
<br />g 1981 1,350 16 116 42,400 0.14 41 *157,000 *0.48 *86
<br />0. 1982 2,090 17 229 83,590 0.17 82 *346,000 *0.68 *190
<br />!!' 1,750 638,000 0.83 350
<br />:E 1983 6,260 25 458 167,000 0.24 163 18,400 45
<br />". 1984 5,980 32 503 184,000 0.24 180 19,400 64 2,340 853,000 0.87 468
<br />f
<br />'"
<br />:;: 1985. 4,660 41 504 184,000 0.24 180 14,100 71 1,770 647,000 0.78 355
<br />CD
<br />:'
<br />z 1986 3,960 40 452 165,000 0.22 161 15,000 82 1,760 644,000 0.77 354
<br />0
<br />:. 1987 1,770 34 216 78,700 0.16 77 9,010 61 989 361,000 0.67 198
<br />".
<br />~ 1988 2,270 19 204 74,800 0.17 73 10,100 39 863 315,000 0.68 173
<br />..
<br />lD
<br />3
<br />~ Maximum 6,260 41 504 184,000 0.24 180 19,400 82 2,340 853,000 0.87 468
<br />6' Minimum 414 4 46 16,900 0.08 17 9,010 39 863 *53,000 *0.24 *29
<br />iil
<br />0.
<br />s>
<br /> Average 3,120 23 285 104,000 0.19 102 14,300 60 1,580 *409,000 *0.67 *225
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