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Last modified
7/14/2009 5:02:35 PM
Creation date
5/20/2009 10:55:18 AM
Metadata
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Template:
UCREFRP
UCREFRP Catalog Number
9371
Author
Levee Removal Evaluation Group.
Title
Green River levee Removal and Floodplain Connectivity Evaluation.
USFW Year
1998.
USFW - Doc Type
CAP-6 LR,
Copyright Material
NO
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<br />2.3). In 1996, the peak occurred in mid-May. Access to the floodplain would have been limited <br />to approximately 2 days (assuming 19,000 cfs is bankfull) at a time when the fish were just <br />starting to hatch (Muth et al. 1998). This duration improves to 10 days if breaches had been cut <br />in 1996 that allowed flooding at 13,000 cfs. In 1998, we did have sites designed to flood at <br />13,000 cfs. Based on the average drift period, larval fish had 12 days to drift into the wetlands. <br />However, we know larval fish did not appear in our light traps until early June, after most of the <br />surges had subsided. Flows did appear to be good for access in 1997. However, preliminary <br />indications are that razorbacks may not have been very successful spawning during this year. <br />In nearly all cases (except Baeser Bend and Leota 7), sites were breached at the <br />downstream end, based on the assumptions that: 1) Rates of sediment deposition would be lowest <br />with a downstream breach, resulting in less need for annual excavation to maintain connections <br />between the site and the river; and, 2) Downstream breaches would be less risky in terms of <br />affecting site morphology and main channel stability, and would be less likely than an upstream <br />breach to reroute the main channel or convert the wetland into a secondary channel. <br />Contrary to the first assumption listed above, it appears sites that backfill through <br />breaches at the downstream end deposit more sediment in the breach than sites where the levee <br />was breached in the center (Baeser Bend, Leota/L7). At these locations, the current tends to push <br />water into the wetland cutting the breach deeper. However, over time, sediment deposition <br />within the wetland may become a problem and will need to be monitored at these sites. Large <br />breaches like the one cut at Horseshoe Bend also appear to have positive features. Two deep <br />channels were cut as a result of flows entering the site on the upstream end and exiting on the <br />downstream end. These deep channels may enable longer periods of connection and higher use <br />by endangered fish. They also provide a larger "door" for fish to enter the wetlands. However, <br />sediment deposition at this site may also become a problem. Long narrow channels like the one <br />cut at the downstream end of the Stirrup may also plug with vegetation and debris over time. <br />Large breaches such as L7 and J4 where vegetation was not cleared from behind the breach may <br />also inhibit fish movement. Based on preliminary results, it appears that to maintain levees that <br />will flood at 13,000 cfs, it may be necessary to breach levees near the center or in a combination <br />of top/center with the bottom. This may also facilitate access to the floodplain by drifting larval <br />razorback suckers. However, regardless of how levees are configured, flows that cause surges of <br />water into floodplain wetlands need to occur at the time when larval razorback suckers are <br />drifting in the river. Based on the three years of this study, it appears the later in the year these <br />surges occur the greater the likelihood of entraining drifting larval razorbacks in the sites. <br />1 <br /> <br /> <br /> <br />1 <br /> <br /> <br />1 <br />?I <br />1 <br /> <br />t <br /> <br />
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