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Last modified
7/14/2009 5:01:44 PM
Creation date
5/20/2009 5:15:07 PM
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UCREFRP
UCREFRP Catalog Number
7050
Author
Andrews, E. D.
Title
Effective And Bankfull Discharges of Streams In THe Yampa River Basin, Colorado and Wyoming
USFW Year
1980
USFW - Doc Type
Journal of Hydrology
Copyright Material
YES
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<br />324 <br /> <br />skew accounts for slightly more than one-half (r2 = 0.52) of the variation in <br />effective-discharge duration. Although the scatter of data is appreciable a T- <br />test indicates that th~ relation is significant at the 99% level. <br />The apparent insignificance of median bed-material size and unit stream <br />power upon the effective-discharge duration probably is due to several factors. <br />Although the median size of bed material varied greatly between sites - rang- <br />ing from 0.35 to 86 mm - a majority of the sediment load at all sites was sus- <br />pended load and thus relatively fine-grained. Consequently, the thresholds of <br />sediment movement were relatively small and did not vary much between sites. <br />The difference in bed-material size primarily influenced the fraction of bed <br />material in transport at a given discharge. <br />The Little Snake River near Dixon is typical of the streams with relatively <br />coarse bed material. The relation between bed-material size and the discharge <br />necessary to initiate motion is shown in Fig. 9. This relation was determined <br />by modifying the Shields criterion for critical-shear stress. Shields (1936) used <br /> <br /><I) <br />cr: <br />uJ <br />I- <br />uJ <br />~ <br />...J <br />...J <br />~ <br />Z <br /> <br />...J <br /><( <br />a: <br />uJ <br />~1O <br />~ <br />o <br />uJ <br />~ <br />~ <br />o 5 <br />uJ <br />N <br />in <br />z <br /><( <br />a: <br />C) <br /> <br />100 <br /> <br /> <br />95 <br />84 <br /> <br />50 <br /> <br />65 <br /> <br />50 <br /> <br /> <br />...J <br /><( <br />35 a: <br />uJ <br />I- <br /><( <br />~ <br />o <br />uJ <br />~ <br />~ <br />16 0 <br />cr: <br />uJ <br />Z <br />~ <br />I- <br />Z <br />uJ <br />u <br />5 ffi <br />a.. <br /> <br />Effect i ve <br />discharge <br /> <br />I <br /> <br />Maximum <br />observed <br />discharge <br /> <br />, <br /> <br />I <br /> <br />Mean annual <br />d i scha rge <br /> <br />I <br /> <br /> <br />1 <br />5 <br /> <br /> <br />10 50 100 <br />DISCHARGE. IN CUBIC METERS PER SECOND <br /> <br />500 <br /> <br />Fig. 9. Relation between discharge and the grain size of bed material at the threshold of <br />transport at the Little Snake River near Dixon, Wyoming. <br /> <br />-to <br /> <br />I <br /> <br />~ <br />~ <br /> <br />, <br />, <br />
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