Comparison of constitutive flow resistance equations based on the Manning and Chezy equations applied to natural rivers
Author:
Affiliation:
1. U.S. Geological Survey; East Hartford Connecticut USA
2. Department of Earth Sciences; University of New Hampshire; Durham New Hampshire USA
3. U.S. Department of Agriculture; Agricultural Research Service; Bowling Green Kentucky USA
Publisher
American Geophysical Union (AGU)
Subject
Water Science and Technology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1029/2004WR003776/fullpdf
Reference19 articles.
1. Barnes , H. H. 1967 Roughness characteristics of natural channels U.S. Geol. Surv. Water Supply Pap. 1849
2. Evaluating the potential for measuring river discharge from space;Bjerklie;J. Hydrol.,2003
3. Chow , V. T. 1959 Open-Channel Hydraulics McGraw-Hill New York
4. Coon , W. F. 1998 Estimation of roughness coefficients for natural stream channels with vegetated banks U.S. Geol. Surv. Water Supply Pap. 2441
5. Statistical development and validation of discharge equations for natural channels;Dingman;J. Hydrol.,1997
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