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Lake Brownwood Watershed - Texas State Soil and Water ...

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APPENDIX 1<br />

BRUSH / WATER YIELD FEASIBILITY STUDIES II<br />

Steven T. Bednarz, Civil Engineer, USDA-Natural Resources Conservation Service<br />

Tim Dybala, Civil Engineer, USDA-Natural Resources Conservation Service<br />

Carl Amonett, <strong>Soil</strong> Conservationist, USDA-Natural Resources Conservation Service<br />

Ranjan S. Muttiah, Associate Professor, <strong>Texas</strong> Agricultural Experiment Station<br />

Wes Rosenthal, Assistant Professor, <strong>Texas</strong> Agricultural Experiment Station<br />

William A. Dugas, Professor <strong>and</strong> Resident Director, Blackl<strong>and</strong> Research & Extension Center,<br />

<strong>Texas</strong> Agricultural Experiment Station<br />

Raghavan Srinivasan, Associate Professor, <strong>Texas</strong> Agricultural Experiment Station<br />

Blackl<strong>and</strong> Research <strong>and</strong> Extension Center, 720 E. Blackl<strong>and</strong> Rd., Temple, <strong>Texas</strong> 76502<br />

Email: (bednarz)@brc.tamus.edu<br />

Jeff G. Arnold, Agricultural Engineer, USDA – Agricultural Research Service<br />

Grassl<strong>and</strong>, <strong>Soil</strong> <strong>and</strong> <strong>Water</strong> Research Laboratory, 808 E. Blackl<strong>and</strong> Road, Temple, <strong>Texas</strong><br />

76502<br />

Abstract: The <strong>Soil</strong> <strong>and</strong> <strong>Water</strong> Assessment Tool (SWAT) model was used to simulate the<br />

effects of brush removal on water yield in four watersheds in <strong>Texas</strong> for 1960 through 1999.<br />

Methods used in this study were similar to methods used in a previous study (TAES, 2000) in<br />

which 8 watersheds were analyzed. L<strong>and</strong>sat 7 satellite imagery was used to classify l<strong>and</strong> use,<br />

<strong>and</strong> the 1:24,000 scale digital elevation model (DEM) was used to delineate watershed<br />

boundaries <strong>and</strong> subbasins. SWAT was calibrated to measured stream gauge flow <strong>and</strong> reservoir<br />

storage. Brush removal was simulated by converting all heavy <strong>and</strong> moderate categories of<br />

brush (except oak) to open range (native grass). Simulated changes in water yield due to brush<br />

treatment varied by subbasin, with all subbasins showing increased water yield as a result of<br />

removing brush. Average annual water yield increases ranged from about 111,000 gallons per<br />

treated acre in the Fort Phantom Hill watershed to about 178,000 gallons per treated acre in the<br />

Palo Pinto watershed. <strong>Water</strong> yield increases per treated acre were similar to a previous study<br />

(COE, 2002), but higher than TAES (2000). As in previous studies, there was a strong,<br />

positive correlation between water yield increase <strong>and</strong> precipitation.<br />

BACKGROUND<br />

Increases in brush area <strong>and</strong> density may contribute to a decrease in water yield, possibly due to<br />

increased evapotranspiration (ET) on watersheds with brush as compared to those with grass<br />

(Thurow, 1998; Dugas et al., 1998). Previous modeling studies of watersheds in <strong>Texas</strong> (Upper<br />

Colorado River Authority, 1998; TAES, 2000) indicated that removing brush might result in a<br />

significant increase in water yield.<br />

During the 2000-2001 legislative session, the <strong>Texas</strong> Legislature appropriated funds to study the<br />

A1-1

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