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Last modified
7/14/2009 5:02:29 PM
Creation date
5/20/2009 10:04:34 AM
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UCREFRP
UCREFRP Catalog Number
7197
Author
O'Brien, J. S.
Title
1983 Yampa River Cobble Reach Morphology Investigation Final Report.
USFW Year
1984.
USFW - Doc Type
Fort Collins, Colorado.
Copyright Material
NO
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• • 13 <br />The incised meanders have an average wavelength of approximately <br />0.62 miles. The original formative discharge for producing the <br />paleochannel meanders with a wavelength of 0.62 miles is approximately <br />10,500 cfs. This is derived from empirical relationships of existing <br />rivers (Richards, 1982). The corresponding width is about 250 feet or <br />equal to present day width. Over geologic time the annual discharge has <br />increased.. As the base level dropped and the river incised in bedrock, <br />the drainage basin developed increasing the annual discharge. <br />Every river system evolves in a manner that establishes approximate <br />equilibrium between the channel and the water and sediment it conveys. <br />The reaches in the canyon comprise the profile shown in Figure 2 which <br />reflects the long term evolution on geologic temporal and spacial <br />scales. In the upper reaches of the canyon, the river has incised in <br />the Morgan shale formation. Boulders and talus from steep side slopes <br />comprise most of the bed material. Downcutting is inhibited by the <br />large substrate and the erosion resistant formation. <br />The slope-substrate-discharge relationship is complicated. Size of <br />the bed material is proportional to the depth and slope and generally, a <br />milder slope will result in a smaller substrate. The downstream <br />decrease in bed material sizes is the result of sorting as a function of <br />slope. Abrasion accounts for some of the downstream size reduction. <br />The river contacts the Weber sandstone in the lower portion of the <br />canyon. In many areas the river flows directly on the sandstone bedrock <br />which is soft and easily eroded. As the Green River confluence <br />approaches the river slope becomes more mild. Reaches of cobble <br />substrate have evolved into a riffle-pool sequence in this section. The <br />r very mild sloped portions have a sand and gravel substrate. In <br />contrast, the initial twenty-five miles of canyon, are uniformly steep <br />punctuated by rapids and backwaters formed by side canyon flood events. <br />The river is characterized in the cobble substrate reach as a wide <br />bend, point bar stream with a distinct riffle-pool sequence. The wider <br />bends are the remanents of the meandering paleochannel whose pattern was <br />partially preserved in the structure of incised bedrock canyon. The <br />Yampa riffle-pool sequence is not typical of a natural meandering river <br />because of the bedrock controls. Riffle spacing is normally five to <br />seven times the channel width, but riffles have developed in the Yampa <br />wherever channel expansions have occurred; most often just upstream of <br />wide bends. <br />The long term development of the shape, size and orientation of <br />cobble bars and islands in this reach has been a gradual process <br />starting with initial formation of meander incision. Over geologic time <br />a sequence of large, infrequent discharges contribute to the progressive <br />downstream movement of the cobbles. The riffle-pool sequence evolves as <br />a function of the large discharges; the cobbles tending to pile up in <br />the flow expansions upstream of bends. The riffle is initiated by the <br />leading edge of the depositional region. In this fashion, the bar or <br />island stability has been established on a quasi-permanent scale with <br />lesser discharge events inciting limited cobble motion. Without <br />entrainment, cobble movement is limited to short hops, leaps and rolls, <br />and the effect on the bar shape is negligible.
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