Generalized Additive Regression Models of Discharge and Mean Velocity Associated with Direct-Runoff Conditions in Texas: Utility of the U.S. Geological Survey Discharge Measurement Database

Author:

Asquith William H.1,Herrmann George R.2,Cleveland Theodore G.3

Affiliation:

1. U.S. Geological Survey, Lubbock Field Office, Science Building MS-1053, Texas Tech Univ., 2500 Broadway, Lubbock, TX 79409 (corresponding author).

2. Research Associate, Dept. of Civil and Environmental Engineering, Texas Tech Univ., CEE Building MS-1023, Lubbock, TX 79409; and Retired, Texas Dept. of Transportation. Austin, TX 78701.

3. Dept. of Civil and Environmental Engineering, Texas Tech Univ., CEE Building MS-1023, Lubbock, TX 79409.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference52 articles.

1. Asquith W. H. (1998). “Peak-flow frequency and extreme flood potential for tributaries of the Colorado River downstream of Austin Texas.” Water-Resour. Invest. Rep. 98-4015 USGS Reston VA.

2. Asquith W. H. (2001). “Effects of regulation on L-moments of annual peak streamflow in Texas.” Water-Resour. Invest. Rep. 01-4243 USGS Reston VA.

3. Asquith W. H. and Roussel M. C. (2009). “Regression equations for estimation of annual peak-streamflow frequency for undeveloped watersheds in Texas using an L-moment-based PRESS-minimized residual-adjusted approach.” Sci. Invest. Rep. 2009-5087 USGS Reston VA.

4. Asquith W. H. Roussel M. C. and Vrabel J. (2006). “Statewide analysis of the drainage-area ratio method for 34 streamflow percentile ranges in Texas.” Sci. Invest. Rep. 2006-5286 USGS Reston VA.

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