
EFFECT OF RIP CURRENT BARRIER ON HARBOR SHOALING
Author(s) -
Tamio Sasaki,
Hiroshi Sakuramoto
Publication year - 1984
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v19.140
Subject(s) - rip current , shoaling and schooling , surf zone , current (fluid) , shore , sediment transport , shoal , geology , oceanography , sediment , marine engineering , geomorphology , engineering
Prototype experiments on rip currents and sediment transport around structures were conducted at two fishery harbors on microtidal high energy beaches facing the Pacific Ocean. The purpose of the experiments was to examine the performance and mechanism of rip current barrier structures on harbor shoaling. Based on the results of five experiments, the wave breaker heights during which varied from 1.1 m to 3.0 m, it is concluded that shore-parallel rip current barriers are effective if their length is greater than the surf zone width and if they are located outside the surf zone. When the above conditions are satisfied, the rip current barrier is a cost-effective measure against shoaling of small craft harbors.