Logo

Wave Transmission on Submerged Rubble Mound Breakwater Using L-Blocks

Yuliastuti, Dayat Indri and Hashim, Ahmad Mustafa (2011) Wave Transmission on Submerged Rubble Mound Breakwater Using L-Blocks. In: Proceedings of 2011 2nd International Conference on Environmental, Science and Technology (ICEST 2011), 26-28 February 2011, Singapore.

[img] PDF - Published Version
Restricted to Registered users only

829Kb

Abstract

Laboratory tests on a permeable submerged rubble mound breakwater (SRMB) constructed using L-Blocks armour unit with 40 tests for wave transmission were analyzed and the available empirical equations for wave transmission coefficient (Kt) were evaluated. The ranges of variation were 0.23< ds /d<0.38, 0.001< Hi /(gT2) <0.022, 0.011< Hi /L<0.139, and 0.769<B/d<0.625 where B is the top width of the breakwater and L is the incident wave length. The design parameters varied systemically to investigate the impact of incident wave height (Hi), wave period (T), water depth (d), and submergence depth (ds) on the values of Kt. The tests were performed in a wave flume 23 m long and 1.5 m wide. The armor units were L-Block artificial armour unit with the relative density of 2.4. The results showed that for various relative submergence depth, ds/d, (i) little correlation was found when Kt correlate with B/d. (ii) Kt correlates well with wave steepness Hi /L and with Hi /(gT2). New data have been used in the assessment of the four commonly used predictors of Kt and one of them was found to fit reasonably.

Item Type:Conference or Workshop Item (Paper)
Uncontrolled Keywords:Submerged Rubble Mound Breakwater; Wave Transmission Coefficient; L-Block Armor Unit; Coastal Engineering
Subjects:T Technology > TC Hydraulic engineering. Ocean engineering
Departments / MOR / COE:Departments > Civil Engineering
ID Code:5742
Deposited By: AP Ahmad Mustafa Hashim
Deposited On:14 Jun 2011 12:18
Last Modified:19 Jan 2017 08:22

Repository Staff Only: item control page

Document Downloads

More statistics for this item...