Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls

Shoreline and ocean structures are subjected to breaking wave loads which may reach 690kNm−2. To reduce these loading, we might slope the exposed surface seaward or landward. However, it is unclear that sloped walls can reduce the wave impact and recent models tests indicated that sloped walls might...

Full description

Saved in:
Bibliographic Details
Main Author: Mohd Shahridwan, Ramli
Format: Thesis
Language:English
Published: 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/31121/1/Mathematical%20modelling%20of%20wave%20impact%20on%20landward-inclined%20and%20seaward-inclined%20seawalls.wm.pdf
http://umpir.ump.edu.my/id/eprint/31121/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.ump.umpir.31121
record_format eprints
spelling my.ump.umpir.311212023-04-06T01:30:58Z http://umpir.ump.edu.my/id/eprint/31121/ Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls Mohd Shahridwan, Ramli QA Mathematics Shoreline and ocean structures are subjected to breaking wave loads which may reach 690kNm−2. To reduce these loading, we might slope the exposed surface seaward or landward. However, it is unclear that sloped walls can reduce the wave impact and recent models tests indicated that sloped walls might be exposed to higher loads than vertical walls. Motivated by these findings, we perform a theoretical study of wave impacts on sloped seawalls. The mathematical models of wave impacts on landward-inclined and seaward-inclined seawalls are considered by using an extension of Cooker’s model for vertical seawalls. The pressure impulse theory proposed by Cooker is applied into these two problems which simplify the highly time-dependent and very nonlinear problem by considering the time integral of the pressure over the duration of the impact pressure-impulse. The solution to this problem is found by solving Laplace’s Equation for specific boundary condition. The perturbation theory is applied into these models and the problems are solved by using MATLAB. The correlation between the pressure impulse and the inclination angle of the wall is investigated. The results are found to be in good agreement with the experimental study. It was found that the lowest pressure impulse occurs when the small inclination happens near to the vertical wall. Study also shows that pressure impulse increases as impact region increases. Breaking wave pressures increase to 17% for landward inclined wall and to 20% for seaward inclined wall compared to vertical wall at 10° incline with impact region of 0.5. Design recommendations were found to be conservative. 2019-11 Thesis NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/31121/1/Mathematical%20modelling%20of%20wave%20impact%20on%20landward-inclined%20and%20seaward-inclined%20seawalls.wm.pdf Mohd Shahridwan, Ramli (2019) Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls. Masters thesis, Universiti Malaysia Pahang (Contributors, Thesis advisor: Nor Aida Zuraimi, Md Noar).
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic QA Mathematics
spellingShingle QA Mathematics
Mohd Shahridwan, Ramli
Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
description Shoreline and ocean structures are subjected to breaking wave loads which may reach 690kNm−2. To reduce these loading, we might slope the exposed surface seaward or landward. However, it is unclear that sloped walls can reduce the wave impact and recent models tests indicated that sloped walls might be exposed to higher loads than vertical walls. Motivated by these findings, we perform a theoretical study of wave impacts on sloped seawalls. The mathematical models of wave impacts on landward-inclined and seaward-inclined seawalls are considered by using an extension of Cooker’s model for vertical seawalls. The pressure impulse theory proposed by Cooker is applied into these two problems which simplify the highly time-dependent and very nonlinear problem by considering the time integral of the pressure over the duration of the impact pressure-impulse. The solution to this problem is found by solving Laplace’s Equation for specific boundary condition. The perturbation theory is applied into these models and the problems are solved by using MATLAB. The correlation between the pressure impulse and the inclination angle of the wall is investigated. The results are found to be in good agreement with the experimental study. It was found that the lowest pressure impulse occurs when the small inclination happens near to the vertical wall. Study also shows that pressure impulse increases as impact region increases. Breaking wave pressures increase to 17% for landward inclined wall and to 20% for seaward inclined wall compared to vertical wall at 10° incline with impact region of 0.5. Design recommendations were found to be conservative.
format Thesis
author Mohd Shahridwan, Ramli
author_facet Mohd Shahridwan, Ramli
author_sort Mohd Shahridwan, Ramli
title Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
title_short Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
title_full Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
title_fullStr Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
title_full_unstemmed Mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
title_sort mathematical modelling of wave impact on landward-inclined and seaward-inclined seawalls
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/31121/1/Mathematical%20modelling%20of%20wave%20impact%20on%20landward-inclined%20and%20seaward-inclined%20seawalls.wm.pdf
http://umpir.ump.edu.my/id/eprint/31121/
_version_ 1762392393162686464
score 13.1944895