Return Period Adjustment for Runoff Coefficients Based on Analysis in Undeveloped Texas Watersheds

Author:

Dhakal Nirajan1,Fang Xing2,Asquith William H.3,Cleveland Theodore G.4,Thompson David B.5

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Maine, Orono, ME 04469-5790; formerly Research Assistant, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337.

2. Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337 (corresponding author).

3. Research Hydrologist and Professional Geoscientist, USGS at Texas Tech Univ., Lubbock, TX 79409.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Texas Tech Univ., Lubbock, TX 79409-1023.

5. Director of Engineering, R.O. Anderson Engineering, Inc., 1603 Esmeralda Ave, Minden, NV 89423.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference29 articles.

1. Asquith W. H. and Roussel M. C. (2007). “An initial-abstraction constant-loss model for unit hydrograph modeling for applicable watersheds in Texas.” USGS Scientific Investigations Rep. 2007–5243 Austin TX.

2. Asquith W. H. and Slade R. M. (1997). “Regional equations for estimation of peak-streamflow frequency for natural basins in Texas.” USGS Water-Resources Investigations Rep. 96–4307 USGS Austin TX.

3. Asquith W. H. Thompson D. B. Cleveland T. G. and Fang X. (2004). “Synthesis of rainfall and runoff data used for Texas Dept. of Transportation research projects 0–4193 and 0–4194.” USGS Open-File Rep. 2004–1035 USGS Austin TX.

4. Asquith W. H. Thompson D. B. Cleveland T. G. and Fang X. (2006). “Unit hydrograph estimation for applicable Texas watersheds.” Res. Rep. No. 0–4193–4 Prepared for Texas Dept. of Transportation USGS Austin TX.

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