Effects of coastal structures on tsunami-induced flooding and hazard mitigation

In this study, the author followed the approach of wave model in uniform mangrove trees with constant water depth and solitary wave height, varying only the porosity and arrangement of mangrove models in a 42m long wave flume. Videos of wave motions were captured during the experiment. Experimental...

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Bibliographic Details
Main Author: Lee, Ka Sim.
Other Authors: Huang Zhenhua
Format: Final Year Project (FYP)
Language:English
Published: 2011
Subjects:
Online Access:http://hdl.handle.net/10356/45452
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author Lee, Ka Sim.
author2 Huang Zhenhua
author_facet Huang Zhenhua
Lee, Ka Sim.
author_sort Lee, Ka Sim.
collection NTU
description In this study, the author followed the approach of wave model in uniform mangrove trees with constant water depth and solitary wave height, varying only the porosity and arrangement of mangrove models in a 42m long wave flume. Videos of wave motions were captured during the experiment. Experimental data were plotted into time-series graphs and analyzed together with the captured critical wave motions to evaluate the effect of porosity and arrangement on solitary wave height reduction. On top of that, in view of the recent Japan Tsunami disaster, experiment on the effect of porosity and arrangement of city buildings on the solitary wave run-up and inundation onshore were conducted and results were analyzed in similar approach as mentioned. Lastly, debris movements brought upon by long wave were captured using video camera. Debris movement characteristics were briefly analyzed and discussed with an overview on the coastal planning strategies in an attempt to minimize Tsunami debris impact.
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spelling ntu-10356/454522023-03-03T17:07:01Z Effects of coastal structures on tsunami-induced flooding and hazard mitigation Lee, Ka Sim. Huang Zhenhua School of Civil and Environmental Engineering DRNTU::Engineering::Environmental engineering In this study, the author followed the approach of wave model in uniform mangrove trees with constant water depth and solitary wave height, varying only the porosity and arrangement of mangrove models in a 42m long wave flume. Videos of wave motions were captured during the experiment. Experimental data were plotted into time-series graphs and analyzed together with the captured critical wave motions to evaluate the effect of porosity and arrangement on solitary wave height reduction. On top of that, in view of the recent Japan Tsunami disaster, experiment on the effect of porosity and arrangement of city buildings on the solitary wave run-up and inundation onshore were conducted and results were analyzed in similar approach as mentioned. Lastly, debris movements brought upon by long wave were captured using video camera. Debris movement characteristics were briefly analyzed and discussed with an overview on the coastal planning strategies in an attempt to minimize Tsunami debris impact. Bachelor of Engineering (Environmental Engineering) 2011-06-14T00:44:26Z 2011-06-14T00:44:26Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/45452 en Nanyang Technological University 86 p. application/pdf
spellingShingle DRNTU::Engineering::Environmental engineering
Lee, Ka Sim.
Effects of coastal structures on tsunami-induced flooding and hazard mitigation
title Effects of coastal structures on tsunami-induced flooding and hazard mitigation
title_full Effects of coastal structures on tsunami-induced flooding and hazard mitigation
title_fullStr Effects of coastal structures on tsunami-induced flooding and hazard mitigation
title_full_unstemmed Effects of coastal structures on tsunami-induced flooding and hazard mitigation
title_short Effects of coastal structures on tsunami-induced flooding and hazard mitigation
title_sort effects of coastal structures on tsunami induced flooding and hazard mitigation
topic DRNTU::Engineering::Environmental engineering
url http://hdl.handle.net/10356/45452
work_keys_str_mv AT leekasim effectsofcoastalstructuresontsunamiinducedfloodingandhazardmitigation