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<br />11 <br /> <br />:.:::J. <br /> <br /> <br /> <br />~ <br /> <br />~ <br /> <br />I <br /> <br />,~ <br /> <br />I <br /> <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I' <br />I <br /> <br />.... <br /> <br /> <br />therefore, is probably the best river in which to evaluate the specific habitat requirements of the <br />endangered fish species (Tyus, 1992). <br /> <br /> <br />Closure of Flaming Gorge Dam in 1962 has not appreciably affected the mean annual water <br />discharge of the Green River (Andrews, 1986), but has significantly reduced the magnitude of the <br />flood peaks (e.g., the 100-year peak flow has been reduced by about 21,000 cfs) (Harvey and <br />Mussetter, 1994). The 90 percent exceedance flow for the pre- and post- Flaming Gorge periods <br />are 1,500 and 2,300 cfs, respectively, which indicates that there has been a significant increase <br />in the flow magnitude during the low-flow periods of the year. Because of the changes in the flow <br />duration curve, the mean annual sediment load has decreased by about 54 percent at the Jensen <br />,gage and by about 48 percent a~ the Green River gage (Andrews, 1986). <br /> <br />Andrews (1986) evaluated the effects of the dams on the stability of the Green River,and <br />conduded that it was degradational upstream of the Yampa River, in approximate equilibrium from <br />the Yampa River confluence to the Duchesne River, and aggradational in the reach downstream <br />of the Duchesne River. He further concluded that, in the alluvial reaches downstream of Jensen, <br />channel width between 1964 and 1978 decreased by about 13 percent (700 to 610 feet) and <br />would have to decrease by a total of about 25 percent (700 to 524 feet) to reach equilibrium. Most <br />bank width reduction was due to bank attachment of mid-channel bars, but the number of mid- <br />channel bars through the reach increased significantly during the period. In contrast, Lyons (1991) <br />concluded that an equilibrium channel width that was about 13 percent less than the pre-dam <br />width had been re-established in the Jensen reach by 197 4. Downstream of Green River, Utah, <br />channel width had reduced by about 5 percent (474 to 454 feet).by 1981. <br /> <br />In addition to those specifically mentioned above, many other studies have been perfonned during <br />the last few decades to characterize the flow, sediment transport, and sediment storage dynamics <br />of the Yampa and Green River systems. A bibliography of studies that are potentially relevant to ' <br />. the proposed sediment monitoring program is included in the references (Chapter 4). <br /> <br />The two primary factors that have affected, and are likely to continue to affect, the habitat <br />characteristics of the Yampa and Green Rivers are flow modification and sediment trapping by <br />Flaming Gorge Dam on the Green River, and landuse changes and water development in the <br />Yampa and Little Snake River basins. In addition to the effects of Flaming Gorge Dam, the peer <br />review panel identified several land-use and water development activities that may have <br />implications for the recovery of the endangered fish. These issues included: <br /> <br /> <br />. Ongoing efforts by the Natural Resources Conservation Service (NRCS) and local entities " <br />to reduce sediment yield in the Little Snake River Basin in Wyoming, <br /> <br />. Potential flow modifications in the Yampa River associated withthe operation of Elkhead <br />and/or Stagecoach Reservoirs, <br /> <br />. Flow reduction in the Little Snake River due to transbasin diversions by the Cheyenne <br />project, and <br /> <br />. Potential water quality problems associated with nutrientloading to the Yampa River in the <br />Craig area. <br /> <br />2 <br /> <br />Mussetter Engineering. Inc. <br />