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<br /> <br />002619 <br /> <br />DAILY-MEAN DISCHARGE, IN CUBIC METERS PER SECOND <br />3 5 10 50 100 200 <br /> <br />200.000 <br /> <br /> <br />100,000 <br /> <br />50,000 <br /> <br />>- <br /><( <br />CI <br />ffi 10,000 <br />.. <br />'" <br />Z <br />~ SOOO <br />;1; <br /> <br />/ <br />,,/ <br />1'/ <br />if I- <br />~f <br />,,!if I" <br />/ {/ <br />I II.,J" <br />1(/1 <br />I I~~ <br />I ,,,4' <br />I Co'" <br />I <br />II <br />Y <br />I <br />/ C! <br />I . Pi <br />/ N <br />, " <br />/ ~ <br />I 1 <br />/ <br /> <br />w <br />'" <br />'" <br /><( <br />:I: <br />U <br />!!1 <br />CI 1000 <br />t- <br />Z <br />W <br />;;; <br />CI <br />w <br />'" <br /> <br /> <br />500 <br /> <br />100 <br /> <br />50 <br /> <br />50 <br />m Q <br />100 500 .1000 5000 10,000 <br />DAILY-MEAN DISCHARGE, IN CUBIC FEET PER SECOND <br /> <br />200,000 <br /> <br />100.000 <br /> <br />50,000 <br /> <br />>- <br /><( <br />o <br />'" <br />w <br />.. <br />10,000~ <br />o <br />t- <br />U <br />5000 ~ <br />w <br />;!;. <br />Z <br /> <br />u.i <br />'" <br />'" <br /><( <br />:I: <br />U <br />1000 '" <br />o <br />t- <br />Z <br />W <br />;;; <br />o <br />w <br />'" <br /> <br />500 <br /> <br />tOO <br /> <br />Figure 2.-- Suspended-, bedload-, and total-sediment discharge transport <br />curves fot the Little Snake River near Dixon, Wyo, <br /> <br />8 <br /> <br />.~ <br />