THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION

This thesis deals with the linear shallow water equations for one- and twodimensional cases. The equations are expressed in terms of surface elevation and potential velocity variables. The weighted Galerkin residual method is implemented to get a weak formulation of the shallow water equations. N...

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Main Author: Veri Swastika, Putu
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/47745
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:47745
spelling id-itb.:477452020-06-19T16:36:08ZTHE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION Veri Swastika, Putu Indonesia Theses shallow water equation, conservative scheme, finite element pair ???????? ???????? ? ???????? INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/47745 This thesis deals with the linear shallow water equations for one- and twodimensional cases. The equations are expressed in terms of surface elevation and potential velocity variables. The weighted Galerkin residual method is implemented to get a weak formulation of the shallow water equations. Next, the approximate solution can be obtained from the weak form, by adopting the ???????? ???????? ? ???????? basis function pairs which are used simultaneously. The continuous hat function, denoted as ????????, is used as a basis function for the surface elevation. While the discontinuous function, denoted as ???????? ????????, is used as a basis function for the velocity potential. The use of these two basis functions alternately will result in the formation of a multilevel grid. Then several numerical simulations were performed. First, validation using the analytic solution of standing wave simulation shows that the proposed method has good accuracy. Second, the simulation results of the shoaling phenomena show a good agreement with the analytical WKB formula. The third simulation is about wave propagation due to a submerged breakwater. The result shows good agreement with the analytical formula, and the optimal dimension of the breakwater is confirmed. The advantage of this numerical method is that it is free of damping, moreover it admits mass and energy conservation. Subsequently, the analogous method is extended to the two-dimensional shallow water equations, and several simulations were carried out successfully. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description This thesis deals with the linear shallow water equations for one- and twodimensional cases. The equations are expressed in terms of surface elevation and potential velocity variables. The weighted Galerkin residual method is implemented to get a weak formulation of the shallow water equations. Next, the approximate solution can be obtained from the weak form, by adopting the ???????? ???????? ? ???????? basis function pairs which are used simultaneously. The continuous hat function, denoted as ????????, is used as a basis function for the surface elevation. While the discontinuous function, denoted as ???????? ????????, is used as a basis function for the velocity potential. The use of these two basis functions alternately will result in the formation of a multilevel grid. Then several numerical simulations were performed. First, validation using the analytic solution of standing wave simulation shows that the proposed method has good accuracy. Second, the simulation results of the shoaling phenomena show a good agreement with the analytical WKB formula. The third simulation is about wave propagation due to a submerged breakwater. The result shows good agreement with the analytical formula, and the optimal dimension of the breakwater is confirmed. The advantage of this numerical method is that it is free of damping, moreover it admits mass and energy conservation. Subsequently, the analogous method is extended to the two-dimensional shallow water equations, and several simulations were carried out successfully.
format Theses
author Veri Swastika, Putu
spellingShingle Veri Swastika, Putu
THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION
author_facet Veri Swastika, Putu
author_sort Veri Swastika, Putu
title THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION
title_short THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION
title_full THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION
title_fullStr THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION
title_full_unstemmed THE PNC1- P1 FINITE ELEMENT METHOD FOR SIMULATION USING SHALLOW WATER EQUATION
title_sort pnc1- p1 finite element method for simulation using shallow water equation
url https://digilib.itb.ac.id/gdl/view/47745
_version_ 1822927737783844864