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Last modified
7/14/2009 5:02:36 PM
Creation date
5/22/2009 7:31:32 PM
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UCREFRP
UCREFRP Catalog Number
9523
Author
Birchel, G. J. and K. Christopherson.
Title
Survival, Growth and Recruitment of larval and Juvenile Razorback Suckers (Xyrauchen texanus) Introduced into Floodplain Depressions of the Green River, Utah.
USFW Year
2004.
USFW - Doc Type
Vernal.
Copyright Material
NO
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<br />STUDY AREA <br />This study was conducted on the Green River at The Stirrup, Baeser Bend and <br />Above Brennan floodplain wetland depressions. These wetlands are located on the <br /> <br />Green River about 27.0 km south of Vernal, Utah between Rm 273.0 and 268.0 (Rkm <br />432.0 and 444.0)(Figure 1). This section of the Green River is characterized by low <br />gradient flow and extensive floodplain habitat. Tamarisk (Tamarix ramosissima) has <br />~ invaded large areas of shoreline and floodplain habitats throughout this reach. Native <br />vegetation types (willow, Salix spp.; Fremont cottonwood, Populus fremontii; and <br />skunkbush, Rhus trilobata) also occupy abundant areas along shoreline and floodplain <br />~ habitats. <br />Naturally occurring levees deposited along the river margin were breached at <br />each wetland site during the Levee Removal Study to increase the frequency of river- <br />floodplain connection (Birchell et al. 2002, FLO-Engineering 1997 and 1998). Breaches <br />were cut to allow flooding at river flows of 13,000 cfs. However, sedimentation and <br />~ down-cutting at breach locations altered the flows required for flooding at each site. <br />The Stirrup site is a located at Rm 273.0 (Rkm 444.0) and connected with the <br />river at flows near 15,000 cfs during the study (Figures 1 and 2). The breach cut is <br />~ located at the downstream end of the site and measures 146 m long by 6 m wide. For <br />this single downstream breach configuration water rapidly enters the site through the <br />~ breach during filling. After the site fills, water slowly pulses into and out of the site with <br />each river flow fluctuation. About 7.8 ha inundate at flows of 13,000 cfs (FLO- <br /> <br />Engineering 1997 and 1998). Slightly more area would be inundated at flows of 15,000 <br />4 <br /> <br />
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