Journal of the Civil Engineering Forum
Volume: XX/1 - September 2011

STABILITY OF UNDERWATER STRUCTURE UNDER WAVE ATTACK

C. Paotonan (Engineering Faculty, Hasanuddin University, Makassar)
D. B.P. Allo (Civil Engineering Department, Cenderawasih University, Jayapura)



Article Info

Publish Date
06 Feb 2012

Abstract

Geotube is, among others, a type of coastal structure that is increasingly accepted for coastal protection especially underwater breakwater. Besides its relatively low cost, it has other advantages such as flexibility, ease of construction and the fact that it can be filled with local sand material. Similar to all other coastal structures, it should also be stable under wave attack. A simple theoretical approach based on linear wave was adopted to estimate the stability of such structure. The theoretical solution was then compared with an experimental study. The experimental study was conducted at the Hydraulics and Hydrology Laboratory of Universitas Gadjah Mada. However, instead of a real geotube, PVC pipe was used where the weight of the PVC was varied by adjusting the volume of sand in the pipe. The result indicated that the agreement between the theoretical solution and the experiment was encouraging. The analytical solution may be utilized to predict underwater pipe stability under wave attack with certain degree of accuracy.

Copyrights © 2011






Journal Info

Abbrev

jcef

Publisher

Subject

Civil Engineering, Building, Construction & Architecture Environmental Science

Description

Journal of the Civil Engineering Forum (JCEF) is a four-monthly journal on Civil Engineering and Environmental related sciences. The journal was established in 1992 as Forum Teknik Sipil, a six-monthly journal published in Bahasa Indonesia, where the first publication was issued as Volume I/1 - ...