Case Study: Bed Resistance of Rhine River during 1998 Flood-Reference-Cited by-同舟云学术

Case Study: Bed Resistance of Rhine River during 1998 Flood

Published:2002-12 Issue:12 Volume:128 Page:1042-1050
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Julien P. Y.¹,Klaassen G. J.²,Ten Brinke W. B. M.³,Wilbers A. W. E.⁴

Affiliation:

1. Engineering Research Center, Colorado State Univ., Fort Collins, CO 80523.

2. Delft Hydraulics and IHE, P.O. Box 177, 2600 MH Delft, The Netherlands.

3. National Institute for Inland Water Management and Waste Water Treatment, RIZA, P.O. Box 9072, 6800 ED Arnhem, The Netherlands.

4. Dept. of Physics Geography, Utrecht Univ., P.O. Box 80115, 3508 TC Utrecht, The Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282002%29128%3A12%281042%29

Reference55 articles.

1. Adriaanse M. (1986). “De ruwheid van de Bergsche Maas bij hoge afvoeren.” Rijkswaterstaat Nota 86.19 RIZA 32 p.

2. Alam A. M. Z. and Kennedy J. F. (1969). “Friction factors for flow in sand-bed channels.” J. Hydraul. Div. Am. Soc. Civ. Eng. HY6.

3. Brilhuis R. (1988). “Enkele hydraulische en morphologische parameters van de Nederlandse Rijntakken ” Nota 88.003 Rijkswaterstaat DBW/RIZA.

4. Chabert J. and Chauvin J. L. (1963). “Formation de dunes et de rides dans les modèles fluviaux.” Bulletin du Centre de Recherche et d’essais de Chatou Vol. 4 31–51.

5. De Leeuw A. J. (1985). “Characterization of bedforms via time series analysis. Part II: Analysis of field data.” Rep. No. R657-XX/M1314 Part IX. Delft Hydraulics Laboratory TOW rivers Delft The Netherlands.

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