Evaluation and Improvement of Bed Load Discharge Formulas based on Helley–Smith Sampling in an Alpine Gravel Bed River-Reference-Cited by-同舟云学术

Evaluation and Improvement of Bed Load Discharge Formulas based on Helley–Smith Sampling in an Alpine Gravel Bed River

Author:

Habersack Helmut M.¹,Laronne Jonathan B.²

Affiliation:

1. Professor, Dept. of Water Management, Hydrology, and Hydraulic Engineering, Univ. of Bodenkultur Wien, Muthgasse 18, 1190 Vienna, Austria.

2. Professor, Dept. of Geography and Environmental Development, Ben Gurion Univ. of the Negev, P.O. Box 653, Beer Sheva 84105, Israel.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

Reference62 articles.

1. Sediment transport: New approach and analysis.;Ackers P.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1973

2. ASCE Task Committee. (1975). Sedimentation engineering American Society of Civil Engineers New York.

4. Carson M. A. and Griffith G. S. (1987). “Bed load transport in gravel channels.” J. Hydrol. 26 (1) .

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