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

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Brush Removal Simulations<br />

All watersheds showed an increase in water yield <strong>and</strong> streamflow as a result of removing brush.<br />

Average annual water yield increase varied by watershed <strong>and</strong> ranged from about 111,000 gallons<br />

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

the Palo Pinto watershed (Figure 1-2). As in previous studies (TAES, 2000; COE, 2002) water<br />

yield increases were higher for watersheds with greater annual precipitation.<br />

Streamflow increase at the watershed outlet (Figure 1-2) ranged from about 32,000 gallons per<br />

treated acre in Fort Phantom Hill to about 127,000 gallons per treated acre in Arrowhead.<br />

Average annual streamflow increases were less than water yield increases because of channel<br />

transmission losses that occur between each subbasin <strong>and</strong> the watershed outlet, <strong>and</strong> capture of<br />

runoff by upstream reservoirs. Streamflow increases for Fort Phantom Hill <strong>and</strong> Palo Pinto were<br />

significantly less than water yield increases because these two watersheds had higher channel<br />

transmission losses <strong>and</strong> upstream reservoirs had a greater effect on streamflow.<br />

Average annual inflow increases for lakes at each watershed outlet were higher for watersheds with<br />

greater drainage area (Figure 1-3). One exception was Fort Phantom Hill, which had less inflow<br />

increase than Palo Pinto, even though the drainage area of Fort Phantom Hill was slightly greater.<br />

This was most likely due to lower annual rainfall <strong>and</strong> higher channel transmission loss in Fort<br />

Phantom Hill.<br />

<strong>Water</strong> yield increases for watersheds in this study were similar to COE (2002), but slightly<br />

higher than TAES (2000) (Figure 1-4). In TAES (2000), removal of all brush was simulated,<br />

<strong>and</strong> in COE (2002) several scenarios of partial brush removal were simulated. The data for<br />

COE (2002) shown in Figure 1-4 are for Scenario I – removal of all brush on slopes less than<br />

15 percent.<br />

<strong>Water</strong> yield increases for the current study <strong>and</strong> COE (2002) were higher than TAES (2000)<br />

because of SWAT model changes after the TAES (2000) study was completed, especially a<br />

reduction in calculated PET.<br />

The higher water yield for Arrowhead (Figure 1-4) was likely due to the higher percentage of<br />

hydrologic group “D” soils in this watershed (54% vs. 39, 21, 38 for <strong>Brownwood</strong>, Phantom<br />

Hill, <strong>and</strong> Palo Pinto, respectively) that produced a greater difference in annual runoff volume<br />

between brush <strong>and</strong> no-brush conditions.<br />

SUMMARY<br />

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

removal on water yield in four watersheds in <strong>Texas</strong> for 1960 through 1999. L<strong>and</strong>sat 7 satellite<br />

imagery from 1999 was used to classify current l<strong>and</strong> use <strong>and</strong> cover for all watersheds. Brush<br />

A1-9

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