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<br />".,,~, .,~o. <br />:' ,.i .~_ ; ~)-J <br /> <br /> 2,000,000 !' <br /> Maximum <br /> 1,800,000 <br /> : <br /> : <br /> 1,600,000 : <br /> 1,400,000 <br /> 1,200,000 : <br /> : <br /> ',000,000 : <br /> 800,000 Ii Average <br />(/) <br />Z <br />0 <br />f- 600,000 <br />~ <br />cl 400.000 <br /><( <br />0 200,000 ...................... Minimum <br />...J <br />f- o" <br />Z 0 <br />w <br />:;;: 2 3A 3 4 5 6 <br />15 SITE <br />w <br />(/) <br />6 <br />w <br />Cl <br />Z 2,000.000 <br />w <br />0- E2J Site 3A (Sites 1 and 2) <br />(/) 1,800,000 <br />::::> . Site 3A to Site 3 <br />(/) <br />...J 1,600,000 . Site 3 to Site 4 <br /><( ~ Site 4 to Site 5 <br />::::> <br />Z 1,400,000 0 Site 5 to Site 6 <br />Z <br /><( <br /> 1,200,000 <br /> 1,000,000 <br /> 800,000 <br /> 600,000 <br /> 400,000 <br /> 200,000 <br /> 0 <br /> 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 <br /> WATER YEAR <br /> <br /> <br /> <br /> <br />Figure 10. Average and range of annual suspended-sediment loads for the North Fork (site 1), <br />the South Fork (site 2), and the main stem of the White River (sites 3A-B), water years 1975-88, <br />and annual suspended-sediment loads for segments of the White River between sites. <br /> <br />SEDIMENT TRANSPORT 25 <br />