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Last modified
7/14/2009 5:02:36 PM
Creation date
5/20/2009 3:40:52 PM
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UCREFRP
UCREFRP Catalog Number
9568
Author
Resource Consultants Inc.
Title
Sediment Transport Studies of the Little Snake, Yampa, and Green River Systems.
USFW Year
1991.
USFW - Doc Type
Fort Collins, CO.
Copyright Material
NO
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<br />I <br />I <br /> <br />then southwesterly to its confluence with the Yampa River at Deerlodge Park (Gregory, 1989). Drainage <br />area is approximately 3,730 square miles, and the Geological Survey estimates approximately 21,000 acres <br />of irrigation occurs above the Lily gage. <br /> <br />I <br />I <br />I <br /> <br />Runoff patterns are similar to those in the Yampa River sub-basin, with snowmelt runoff generally <br />occurring between mid-May and mid-June. Flow typically is low or zero during the months of August and <br />September; thunderstorms occurring in the late summer months are the main source of flow after <br />snowmelt declines. <br /> <br />Yampa River at Deerlodge Park. CO <br /> <br />I <br />I <br />I <br />I <br /> <br />Deerlodge Park is a broad alluvial valley where the Little Snake River joins the Yampa River <br />above Yampa River Canyon. The Yampa River drainage area at this point is approximately 7,6UJ square <br />miles. Although the two sub-basins above Deerlodge Park are approximately equal in size (3,410 square <br />miles at Maybell and 3,730 square miles at Lily), they differ in the delivery of water and sediment to <br />Deerlodge Park and the lower 45 miles of the Yampa River. The area above Maybell contributes 73 <br />percent of the annual streamflow and 27 percent of the annual sediment load at Deerlodge Park. In <br />contrast, the Little Snake River above Lily contributes only 27 percent of the annual streamflow but nearly <br />69 percent of the annual sediment load (Andrews, 1978). <br /> <br />Immediately below Deerlodge Park, the Yampa River enters Yampa Canyon and flows 45 miles at <br />a steeper gradient to its confluence with the Green River. Within Yampa Canyon, the river is entrenched <br />into Permian and Pennsylvanian sandstones and limestones of the Uinta Mountain uplift; little of the <br />transported sediment is derived from these formations (Elliott, et. aI., 1984) <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />Green River near Jensen. UT <br /> <br />The Yampa River joins the Green River at Echo Park, located approximately 65 miles below <br />Flaming Gorge Dam. The Green River flows westerly though the confmes of Whirlpool Canyon and after <br />crossing the Island Park fault, the slope decreases and the channel widens. Large alluvial islands have <br />formed in this area as the sediment transport capacity of the river has decreased. After crossing the Island <br />Park fault again, the Green River enters Split Mountain anticline, and the slope steepens. The Green flows <br />across the northern abutment of the anticline before bending sharply to the south and cutting through the <br />same beds again in reverse order. The Jensen gage is located a few miles below Split Mountain, and <br />approximately 43 miles below the Yampa River confluence. <br /> <br />The Green River drainage area at Jensen is approximately 29,660 square miles, of which <br />approximately 4,260 square miles is noncontributing. Since October 1962, streamflow has been regulated <br />by Flaming Gorge Reservoir located 108 miles upstream of the gage. <br /> <br />4.3 Discharg:e Record Extension at Deerlodge Park <br /> <br />I <br />I <br />I <br />I <br />t <br /> <br />The period of record for the Yampa River at Deerlodge Park is relatively short, beginning in April, <br />1982 and ending in September, 1989. The Deerlodge Park gage is at the beginning of Yampa Canyon, and <br />thus provides a good measure of flow conditions for the lower 45 miles of the Yampa River. To extend the <br />period of record available at Deerlodge Park, daily values at the two upstream gages (Little Snake River <br />near Lily and Yampa River near Maybell) were used to estimate the flow at Deerlodge Park. <br /> <br />The sum of daily values at the upstream gages is highly correlated with the daily flow at Deerlodge <br />Park (see figure 4.2). Examining the residuals between the predicted and observed flow at Deerlodge Park <br />revealed the regression equation shown in figure 4.2 is no better than using the sum of daily values at the <br />Lily and Maybell gages. Thus, mean daily flow at Deerlodge Park for water years 1922 through 1988 were <br />estimated as the sum of daily values at the Lily and Maybell gages. To retain consistency, the estimated <br />flow during the 1982 through 1988 period is used rather than the actual gage record. <br /> <br />4-3 <br />
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