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Last modified
7/14/2009 5:02:35 PM
Creation date
5/22/2009 7:04:25 PM
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UCREFRP
UCREFRP Catalog Number
9421
Author
FLO Engineering, I.
Title
Post-Restoration Sedimentation and Erosion Monitoring/Evaluation for Green River Floodplain Habitat Resoration Sites, near Vernal, Utah.
USFW Year
1999.
USFW - Doc Type
Volume IIA,
Copyright Material
NO
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• Executive Summary <br />Flooding enhancement activities have been implemented at eight floodplain habitats along the Green <br />River near Vernal, Utah. These sites, as a result of restoration activities, now flood at a greater frequency <br />under the existing flow regimes. The restoration activities have provided fish access to what is believed <br />to be important nursery habitat at tower flooding discharges. Since the restoration activities have been <br />implemented, the erosion and sedimentation processes have been monitored. This report presents the <br />results of monitoring activities. The objectives of this study were to determine 1) The as built <br />configuration of the sites; 2) The magnitude of erosion and sedimentation at the bottomland opening; 3) <br />The magnitude of sedimentation in the bottomland after restoration activities; and 4) The effect of <br />restoration activities on local channel morphology. These objectives were met by performing the <br />following: <br />• Topographic as built mapping of the restoration sites after construction activities. <br />• Cross-section monitoring of the inlet/outlet locations, the river channel adjacent to the site, and of the <br />bottomland where possible. <br />• Topographic mapping of the manipulated areas after each runoff season. <br />• Written and photographic documentation of the erosion/sedimentation and vegetation growth <br />occurring. <br />Two years worth of data collection is presented in this report. Topographic mapping is presented with the <br />text for each individual site, and all cross section plots are appended. <br />• Initial results have indicated that these sites have maintained their as built floodability, more or less. In <br />many cases, future flooding will initiate at lower discharges than they did as built. This is due to scour <br />channels that have developed in the openings as the sites drained. The scour channels lower the <br />flooding elevation of the openings. The development of scour channels was more pronounced during the <br />1998 runoff season. This was due to the fact that the Green River peak flows receded quickly during the <br />1998 runoff season. When the river drops several thousand cubic feet per second in a matter of days, as <br />it did in 1998, the river stage drops 1-2ft. The difference in hydraulic head between the filled bottomland <br />and the river causes the bottomland to drain more rapidly, scouring channels through the reworked <br />bottomland opening. For -most of the sites, this resulted in 0.5' to 1.0' of scour in small channels. <br />However, at the Leota-7A outlet, the scour was much more drastic. The configuration of the Leota site, <br />which was designed to fill at an inlet approximately one mile upstream of the outlet, a greater difference in <br />hydraulic head was experienced. Therefore, as the site drained in 1998, 2' to 3' of down cutting was <br />experienced and a 20' wide channel scoured at the outlet. Erosion control mitigation measures have <br />been implemented at this location. Protective geowebbing material has been placed along with a <br />concrete pad where the flows were concentrated. This should reduce further erosion in future years, and <br />provides a channel crossing so vehicle access is maintained along the Leota riverbank. <br />The 1997 runoff season saw a longer sustained connection of the bottomlands to the river, for <br />approximately 50 days. This induced a lot of deposition at the mouths of the openings. Flows circulated <br />around the mouths of the openings, and deposited sediment, up to 2' at some sites, in the center of the <br />openings. This has reduced the full surtace connection floodability at some of the sites. However, at the <br />same time, scour channels along the upper or lower edges of the openings, have maintained the initial <br />flooding elevation. Flooding will initiate through the channels at the design discharge or a lower <br />discharge, but a greater flow (approximately 14,000 cfs- 15,000 cfs versus 13,000 cfs) will be required to <br />develop the full surface connection providing the full width of fish access. The scour at the openings was <br />less pronounced in 1997 because the river mows receded ai: a s~uwer rate: The hydraulic head between <br />river and bottomland was less; therefore, there was less scour experienced in 1997. <br />• <br />
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