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Last modified
7/14/2009 5:02:32 PM
Creation date
5/17/2009 11:27:26 PM
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UCREFRP
UCREFRP Catalog Number
8007
Author
Modde, T.
Title
Fish Use Of Old Charley Wash
USFW Year
1997.
USFW - Doc Type
an assessment of floodplain wetland importance to razorback sucker management and recovery.
Copyright Material
NO
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<br />juvenile razorback sucker (Taba et al. 1965, Gutermuth et al. 1994, Robert Muth Personal <br />Communication, in Modde 1996) have been documented in the Upper Colorado River Basin <br />since the completion of Glen Canyon Dam. All of these fish were collected in backwaters. <br />Based on documentation that adults use floodplain habitats (Tyus and Karp 1990, 1991) <br />and circumstantial evidence that floodplains are important nursery habitats for age-O razorback <br />sucker, the Recovery Implementation Program initiated a demonstration project to describe <br />nursery suitability and fish use in a floodplain depression wetland. The goal of this study was to <br />determine whether floodplain wetlands were used by age-O razorback sucker, and if so, propose <br />strategies to manage these habitats to recover this species. The approach taken was to describe <br />the nursery suitability of Old Charley Wash for razorback sucker, and describe the dynamics of <br />fish use in Old Charley Wash during the spring and summer months. The unique water control <br />structure at Old Charley Wash also enabled a fish census to compare fish collections with the <br />true composition of the floodplain wetland. Using the above approach, the specific objectives of <br />the study included: 1) determine if water quality and prey (Le. zooplankton) densities existed in <br />Old Charley Wash to support age-O and razorback sucker through the summer months, 2) <br />describe the composition, temporal occurrence, and habitat use of fishes in Old Charley Wash, <br />and 3) integrate information from this study with existing knowledge to recommend <br />management actions that will enhance recovery of razorback sucker. <br /> <br />Study Area <br /> <br />The study was conducted at Old Charley Wash (also known as Wood's Bottom), a 147 ha <br />floodplain wetland on the Ouray National Wildlife Refuge near Ouray, Utah (Figure 1). The <br />wetland is subdivided into two units (main and backside units). Water entered Old Charley <br />Wash through an inlet canal (via gravity flow) connected to the Green River when flows reach <br />240 m3/s, and the protective dikes were inundated by the Green River at approximately 396 m3/s. <br />Throughout the study a grate structure with bars spaced 12.7 mm apart was placed over the inlet <br />canal to prevent access by larger fish. Only the main unit (80 ha) was evaluated in this study (the <br />backside unit receives overflow water from the main unit via a stop-log structure). The main unit <br />of Old Charley Wash has a regular, bowl-shaped bottom profile. The primary vegetation in the <br />wetland is smart weed Polygonum sp. sago pond weed Potamogeton pectinatus and small <br />quantities of bulrush Scirpus sp. and cattail Typha sp. are also present around the periphery of the <br />wetland. Between 1993 and 1996 Old Charley Wash was drained prior to the winter months and <br />filled the following spring with flood flows. The outlet water control structure was closed in the <br />spring each year to allow retention of water in the wetland and was only opened when the <br />wetland was drained. <br />In 1993, the original outlet dike was modified by adding a screw-gate water control <br />structure and the drainage canal was graded to the deepest portion of the wetland to allow <br />complete draining of the wetland. Because of the difficulty in harvesting fish from the drainage <br />canal in 1994, the outlet structure was further modified in 1995. The modified structure included <br />a smaller second dike constructed approximately 12 m up the drainage canal from the original <br />outlet dike. Both dikes were equipped with screw-gate water control valves. The floor of the <br />drainage canal between the primary and secondary dikes was lined with concrete and the canal <br />sides were lined with a polyethylene cellular material filled with gravel. The modified outlet <br /> <br />10 <br />
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