Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, dissertation, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.


NG , BOON HOCK (2008) WAVE FORCES ON FLOATING BREAKWATER. Universiti Teknologi Petronas. (Unpublished)

[img] PDF
Download (4Mb)


The main objective of this study is to further the studies made from previous experiences from Universiti Teknologi PETRONAS. These studies are to evaluate the wave forces that are applied to the floating breakwater. The report summarizes the laboratory tests conducted to evaluate the wave forces that are applied to the previously designed floating breakwater. Generally the geometry design of the floating breakwater will be the same, using different material. The laboratory tests were conducted in a controlled environment where tides and currents were not taken into account. The study includes a range of variation in terms of the environment that was tested. These variations include the difference of wave periods and water depth upon the floating breakwater. The water depths are 20cm and 30 em. The tests showed that the peaked wave force occurs during the wave period of 1.35s. Also, it can be seen that the wave forces has a general relationship with the wave period, increasing as the wave period increases. A detailed study was therefore done to study the motions, the wave attenuation performance, and the energy distribution. It could be seen that at this particular wave period, the wave attenuation performance is rather low. The study of the motion shows that the floating breakwater was subjected to relatively uniform wave forces at this wave period. However, due to the vague methodology, a further detailed experimental setup should be done. The experimental study was done to compare with Goda's principle formula for breakwater design. However, it was observed that the formula was not suitable for floating breakwaters. An observation made from this study is that the wave forces induced were the highest for Model M-4, which is the inclined slope with keel plate, with the value of9.58N.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Water
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 2053 not found.
Date Deposited: 30 Sep 2013 16:55
Last Modified: 25 Jan 2017 09:45
URI: http://utpedia.utp.edu.my/id/eprint/7687

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...