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<br />{'! .~ ;~- 7 .) a <br /> <br />70 <br /> <br />20 <br /> <br /> <br />0-"" <br />~o" <br />1''' " <br />0\~ c",,\\O <br />0'0' >l'?i>' <br />o~ <:,0 <br />1''0'" <br />~o~" <br /> <br /> <br />60 <br /> <br />50 <br /> <br />40 <br /> <br />30 <br /> <br />I- <br />LJ.J <br />LJ.J <br />U. 10 <br />W <br />0:; <br />U <br /><! <br />;;; 0 <br />1-' 0 20,000 40.000 60,000 80.000 100,000 <br />Z <br />LJ.J <br />:;: <br />LJ.J <br />U <br />::3 <br />"- ',400 <br />(/) <br />is <br />LJ.J <br />:;: 1.200 <br />:::> <br />-' <br />0 <br />> <br /> ',000 <br /> 800 0-"" <br /> ~o" <br /> 1''' " <br /> 0\~ c~\o <br /> 600 0'0' >l'?i>' <br /> o~co <br /> 1''0'" <br /> 400 ~o~" <br /> 200 <br /> 0 <br /> 0 500,000 ',000,000 1,500,000 2,000,000 <br /> TONS OF SEOIMENT <br /> <br /> <br /> <br />Figure 11. Volume displacement from retained fluvial sediment in reservoirs. Calculations are based on <br />98-percent sediment retention and an average size of composition of 30 percent sand, 45 percent silt, <br />and 25 percent Clay (from methods of Strand and Pemberton, 1982). <br /> <br />SEDIMENT TRANSPORT 27 <br />