EFFECTS OF PILE ARRANGEMENT ON THE FLOW AROUND A PILE-GROUP GROYNE-Reference-Cited by-同舟云学术

EFFECTS OF PILE ARRANGEMENT ON THE FLOW AROUND A PILE-GROUP GROYNE

Published:2020 Issue:1 Volume:8 Page:207-220
ISSN:2187-5103
Container-title:Journal of JSCE
language:en
Short-container-title:Journal of JSCE

Author:

SAFIE Obaidullah¹,TOMINAGA Akihiro¹

Affiliation:

1. Dept. of Civil and Environmental Eng., Nagoya Institute of Technology

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.jstage.jst.go.jp/article/journalofjsce/8/1/8_207/_pdf

Reference34 articles.

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2. 2) Przedwojski, B. : Bed topography and local scour in rivers with banks protected by groynes, Journal of Hydraulic Research, Vol. 33, No. 2, pp. 257-273, 1995.

3. 3) Jansen, P.P., van Bendegom, L., van den Berg, J., de Vries, M. and Zanen, A. : Principles of river engineering—The non-tidal alluvial rivers, Delftse Uitgevers Maatschappij, Delft, The Netherlands, 1979.

4. 4) Mostafa, M. M., Ahmed, H. S., Ahmed, A. A., Abdel-Raheem, G. A. and Ali, N. A. : Experimental study of flow characteristics around floodplain single groyne, J. of Hydro-environment Research, Vol. 22, pp. 1-13, 2019.

5. 5) Teraguchi, H., Nakagawa, H., Muto, Y., Baba, Y. and Zhang, H. : Flow and sediment transport around impermeable or permeable groins, Journal of Japan Society of Civil Engineers, Annual Journal of Hydraulic Engineering, Vol. 52, pp. 175-180, 2008.

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