Peak Discharge Scaling in Small Hortonian Watershed
Author:
Affiliation:
1. Associate Professor, Dept. of Civil and Environmental Engineering, U-2037, Univ. of Connecticut, Storrs, CT 06269.
2. Consulting Hydrologist, 3055 23rd Ave., San Francisco, CA 94132.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0699%282003%298%3A2%2864%29
Reference39 articles.
1. Alonso C. V. (1996). “Hydrologic research on the USDA Goodwin Creek Experimental Watershed northern Mississippi.” Proc. 16th Annual AGU Hydrology Days Conf. AGU Washington D.C. 25–36.
2. Runoff Simulated From Goodwin Creek Watershed Using SWAT
3. Blackmarr W. A. (1995). “Documentation of hydrologic geomorphic and sediment transport measurements on the Goodwin Creek Experimental Watershed northern Mississippi for the period 1982–1993.” Preliminary Release Agricultural Research Service U.S. Department of Agriculture Washington D.C.
4. Process controls on regional flood frequency: Coefficient of variation and basin scale
5. Cadavid E. (1988). “Hydraulic geometry of channel networks: Test of scaling invariance.” MS thesis Univ. of Mississippi Oxford Miss.
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