DISCUSSIONS AND CLOSURES
Mar 1996
Discussion and Closure: Design Relationship for Filters in Bed Protection
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VIEW THE ORIGINAL ARTICLEAuthors: Anders Wörman, K. J. Bakker, H. J. Verheij, and M. B. de GrootAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 122, Issue 3
0733-9429(1996)122:3(177)/asset/97351002-2d44-4b91-a548-8cf1d461b230/assets/(asce)0733-9429(1996)122:3(177).fp.png)
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References
1.
Chiew, Y. M. (1984). “Local scour at bridge piers.” Rep. No., Dept. Civ. Engrg., Auckland Univ., Auckland, New Zealand.
2.
Neill, C. R., and Yalin, M. S. (1969). “Quantitative definitions of beginning of bed movement.” J. Hydr. Div., ASCE, 95(1), 585–588.
3.
Parola, A. C. (1993). “Stability of riprap at bridge piers.” J. Hydr. Engrg., ASCE, 119(10), 1080–1093.
4.
Wörman, A., and Skoglund, M. (1992). “Overtopping of the core in rockfill dams—internal erosion.” HydroPower92, A. A. Balkema, Rotterdam, The Netherlands.
5.
Wörman, A., and Olafsdottir, H. (1992). “Erosion in a granular medium interface.” J. Hydr. Res., 30(5).
6.
Stephenson, D. (1979). Rockfill in hydraulic engineering. Elsevier Publishing Company, Amsterdam, The Netherlands.
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Published In
Journal of Hydraulic Engineering
Volume 122 • Issue 3 • March 1996
Pages: 177 - 178
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published in print: Mar 1996
Published online: Sep 19, 2014
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Authors
Affiliations
Anders Wörman
Assoc. Prof., Inst. of Earth Sci., Uppsala Univ., Norbyvägen 18B, 752 36 Uppsala, Sweden.
K. J. Bakker
Head of Struct. Res., Public Works and Water Management, P.O. Box 20.000, 3502 LA Utrecht, The Netherlands.
H. J. Verheij
Sr. Advisor, Delft Hydraulics, P.O. Box 152, 8300 AD EMMELOORD, The Netherlands.
M. B. de Groot
Consultant, Delft Geotechnics, P.O. Box 69, 2600 AB DELFT, The Netherlands.
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