Experiment Study of Wave Force on Parapet of Inclined Breakwater Under Cover

DOI

10.2991/icreet-16.2017.107How to use a DOI?

Keywords

Inclined breakwater; parapet; model test; wave force.

Abstract

In the case of the inclined breakwater covered, the wave force acting on the parapet is reduced. China's "Breakwater Design and Construction Norms", there is stipulation on the calculation of the parapet, when the parapet before the cover and cover the width and height of 2 rows of 2 layers of dolosse , the wave force on parapet can be multiplied by the reduction factor 0.6~0.7,But for parapet is full of accropode , large stone blocks and other surface protection, the wave force reduction is not described. In this paper, physical model test, the wave force acting on the parapet under different wave parameter and filled with accropode and large stones are measured and compared with the results of the current code. The results show that: In the case of full accropode and large stone, the wave force reduction coefficient of 0.8 is more suitable. It can be used for reference for design.

Copyright

© 2017, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Xingkai Pan
AU  - Jingsong Gui
AU  - Xianying Shi
AU  - Lingling Chen
PY  - 2017/03
DA  - 2017/03
TI  - Experiment Study of Wave Force on Parapet of Inclined Breakwater Under Cover
BT  - Proceedings of the 2016 4th International Conference on Renewable Energy and Environmental Technology (ICREET 2016)
PB  - Atlantis Press
SP  - 631
EP  - 635
SN  - 2352-5401
UR  - https://doi.org/10.2991/icreet-16.2017.107
DO  - 10.2991/icreet-16.2017.107
ID  - Pan2017/03
ER  -