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Last modified
7/14/2009 5:02:29 PM
Creation date
5/20/2009 10:12:26 AM
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UCREFRP
UCREFRP Catalog Number
7075
Author
Butler, M.
Title
Minimum Streamflow Hydrographs and Sediment Transport in the Yampa River Canyon Reaches
USFW Year
1988.
USFW - Doc Type
Draft.
Copyright Material
NO
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<br />TABLE 27 <br />Sediment Balance of Reduced,Depleted, and Redistributed Peak Flows <br />(100,000 acre-feet/year target depletion) <br />---------- <br />Percent ------------- <br />Mean Annual --------------------- <br />Annual Sediment Load ---------------- <br />, Million Tons -------------- <br />Years Balance <br />Remaining Flow, cfs Deerlodge Park Mathers Hole <br />--------- Set to Zero <br />-------------- <br />---------- <br />90% ------------- <br />2014 --------------------- <br />2.361 ------- <br />2.501 31 <br />80% 2002 2.234 2.293 18 <br />75% 2000 2.182 2.205 6 <br />72% 1999 2.154 2.156 3 <br />71% <br />---------- 1999 <br />------------- 2.145 <br />--------------------- 2.141 <br />--------------- 0 <br />---------------- <br />Again, as the daily flow pattern changes such that the peaks are reduced, <br />depleted and then redistributed to baseflow, the days in which the balance is <br />set to zero declines. Only the high flow years of 1983-1986 are able to <br />effectively reduce the balance as peaks are reduced further and further. Total <br />transport at Mathers Hole is again greater than at Deerlodge Park, but as the <br />flow distribution changes and is depleted, the balance is not set to zero as <br />often and the loads at both locations approach being approximately equal. <br />Sediment Balances of Reduced, Peaks (No Redistribution) <br />When the peak flow months of April through June were reduced by various <br />percentages but not redistributed to the power generation months of July- <br />September and December-March, the peaks could be reduced the furthest from <br />historic levels and still maintain a balance through the reach. This is <br />because the baseflow months in general tend to accumulate sediment and the <br />peaks move it out. Without increasing the baseflows, less peaks were required <br />to maintain a balance. Tables 28 through 32 show the running balances for <br />retaining 900, 80%, 70%, 65%, and 64% of the daily flow values, respectively. <br />Mean annual discharges change in volume and in monthly distribution in this <br />scenario also, since the reductions are essentially depletions. Table 33 <br />summarizes the budgets shown in Tables 28 through 32.
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