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Last modified
7/14/2009 5:02:29 PM
Creation date
5/22/2009 5:28:36 PM
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UCREFRP
UCREFRP Catalog Number
7049
Author
Andrews, E. D.
Title
Present and Potential Sediment Yields In THe Yampa River Basin, Colorado and Wyoming.
USFW Year
1978.
USFW - Doc Type
\
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<br /> <br />sediment yields are already relatively la~ge due to a lack of soil <br />development and sparse ground cover. Thus, bec3use surface mining wi II not <br />greatly alter these factors, the relative increase in sediment yield wi II be <br />small. Furthermore, areas of surface mining in the \'Iestern part of the basin <br />actually being disturbed are expected to be relatively small. Thus, the <br />additional sediment load car'ried by the Yampa River at the /-I,aybe1l gaging <br />station due to surface ~ining wil I be only an estimated 2 to 7 percent of the. <br />present mean-annual sediment load passing that site, depending upon ,!:,he <br />volume of coal production. Thus, even at the greatest pr6fected \'olume-~~t>f <br />coal production in the ',basin by 1990, the add,itional quantity of sediment", <br />contributed to the streams vJill b~ .s]TIall relative to- the to,tal quanf:i-tyof' <br />sediment being tri1nsported out of ' the Yami2.a [Uver subbasin 0,0 the basin in <br />its en t ; r e t y . , ,-",",_. <br />~.~~ <br /> <br />SUMMARY <br /> <br />The mean-annual sediment loads at 17o~aCJir)(J stations In the Yampa River <br />basin of Colorado and Wyominq were computed by the flow-duration, sediment- <br />transport-curve method (r1ilJer: 1951). - Sediment-transport cur'ves for each <br />gaging station were constructed by combining separate curves for suspended- <br />and bed!oad-sedi~ent discharges. The suspended-sediment curves were <br />determined by fittina a mean r-elation bet\\leen measured suspended-sediment <br />discharge and water discharge. The bedload-transport curves were derived <br />from bedload-tr~nsport rates computed for various discharges by the Meyer- <br />Peter and ,'1ue! ler (19lI8) reli1tion. The annual sediment loads \\lere computed <br />by combining the total sediment-transport curve with the observed cumulative <br />frequency of water discharges and summing the products. <br /> <br />Average sediment yields for the contributing drainage areas upstream <br />from the 17 gaging stations show that sediment is not contributed equally <br />throughout the basin. The most significant sediment-source area I ies in the <br />downstream part of the Little Snake River subbasin. This area supplies about <br />60 percent of the entire sediment load passin9 in the Yampa River at <br />Deerlodge Park, although it is less than 35 percent of the total basin <br />drainage area, and contributes less than 3 percent of the lotal runoff. In <br />contrast, the eastern part of the bas[n contributes only 14 percent of the <br />sediment load and 76 percent of the annual runoff. <br /> <br />,~ The distribution of sedi~ent yields in the Y2M2a River basin closely <br />':, reflects the variations in annual precipitation. The iargest sediment yields <br />1 are found in those parts of the basin which receive from 10 ~o 14 inches <br />- \ (250 to 360 s;n) of precipi tation annually. This observation is in agreement <br />~ith the conclusion of Langbein and SChlU,llll (1958) that the greatest sedimert <br />yields in the Uni~ed States occur from drainage areas having about 12 inches <br />(305 mm) of annual precipitation. As the mean-annual precipitation increases <br />above 12 inches, the sediment yield dccl'cases. Thus, as precipitation <br />increases fro~ west to east across the Yampa River basin, sediment yields <br />decrease. <br /> <br />30 <br /> <br />~~~:~?~t"i~~~~~,~~~:iZ~~\~;U::.i'x.'!*~~~~;~\,"i"#~~~ixa.wi:y..~Ji!!~~~~~~,"H~ <br />
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