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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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3 t - <br />i 5 <br />s <br />River Mile 16.5 <br />The cobble bar at river mile 16.5 is a large cobble and sand <br />longitudinal bar (approx. 900 ft. long and 300 ft. wide). It splits the <br />main channel into two smaller channels (or three at high flows-see <br />Figure 3). The Weber Sandstone is exposed through the entire cobble bar <br />reach, attaining a maximum thickness of about 700 feet on the left bank. <br />Talus and soil is found at wall bases and supports grasses, junipers, <br />and box elders. The Weber is a tan to buff colored, very fine grained <br />to fine grained, manganese and iron-oxide stained quartz arenite (90 to <br />100% quartz) with occasional mud clasts, of Pennsylvanian age. The <br />dominant primary structures are trough cross-beds and planar cross-bed <br />sets, with large foreset beds occasionally seen. Coatings of calcite <br />and some vuggy calcite are present. The unit was deposited in a near- <br />shore/beach area, both subaerially (dunes) and in shallow marine waters. <br />The formation also contains some limestone (Hansen, 1969). It is poorly <br />consolidated and thus easily eroded,. forming steep, smooth, curving <br />walls. On the left bank is a vegetated floodplain which extends to <br />the midpoint of the cobble island, where it meets Weber talus and some <br />sand. <br />Appearing below cross-section 4 (Figure 3), on the right bank, <br />is a limestone bed in the Morgan Formation (lower Pennsylvanian). It ,. <br />dips upstream at about 6°, rises through the remainder of the section, <br />and is about 10 feet thick. The outcrop does not become prominent until <br />about 80 feet above cross-section 2. The limestone is reddish-rust <br />brown on weathered surfaces, gray-brown on fresh surfaces, very fine <br />crystalline to medium crystalline, is irregularly fractured, solution- <br />pitted, and forms jagged, angular outcrops. This outcrop is far more <br />erosion-resistant than the Weber Sandstone, and extends into the channel <br />rather than being sharply cut off. Here it accumulates muds and <br />supports algae. On the left bank only a small portion of the limestone <br />is seen, just above cross-section 1, but it quickly disappears under <br />talus. <br />The bed material is essentially cobbles from cross-section 1 to 5, <br />with exception of the large pool in the left channel near cross-section <br />2 which consists of sand and boulders and a large portion of the right <br />channel which is small boulders from the talus slope. Cross-sections 6 <br />through 8 constitute a pool reach with a large percent of the substrate <br />being sand. The pool is at cross-section 7 is deep with large submerged <br />boulders. The riffle extends from cross-section 5 to cross-section 1 <br />and includes both channels. <br />River Mile 18.5 <br />At river mile 18.5 is another cobble, riffle reach which is similar <br />to that at mile 16.5. A longitudinal bar of cobbles and sand splits the <br />main channel into two subordinate channels (Figure 4). The Weber <br />Sandstone is exposed through this reach with no trace of the Morgan <br />Formation. As with the site at mile 16.5, an overhanging ledge is found <br />at mile 18.5. It rises from the water about 50 feet below the uppermost <br />point of the bar, and continues to rise throughout the remainder of the
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