Simulation of undular bores evolution with damping

Propagation of undular bores with damping is considered in the framework of perturbed extended Korteweg-de Vries (peKdV) equation. Two types of damping terms for the peKdV equation, namely linear and Chezy frictional terms, which describe the turbulent boundary layers in the fluid flow are considered....

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Main Authors: Tiong, W.K., Tay, K.G., Ong, C.T., Chiew, K.L.
Format: Article
Language:English
Published: Watam Press 2017
Subjects:
Online Access:http://eprints.uthm.edu.my/4373/1/AJ%202017%20%28144%29%20Simulation%20of%20undular%20bores%20evolution%20with%20damping.pdf
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author Tiong, W.K.
Tay, K.G.
Ong, C.T.
Chiew, K.L.
author_facet Tiong, W.K.
Tay, K.G.
Ong, C.T.
Chiew, K.L.
author_sort Tiong, W.K.
collection UTHM
description Propagation of undular bores with damping is considered in the framework of perturbed extended Korteweg-de Vries (peKdV) equation. Two types of damping terms for the peKdV equation, namely linear and Chezy frictional terms, which describe the turbulent boundary layers in the fluid flow are considered. Solving the peKdV equation numerically using the method of lines shows that under the influence of damping, the lead-ing solitary wave of the undular bores will split from the nonlinear wavetrain, propagates and behaves like an isolated solitary wave. The amplitude of the leading wave will remain the same for some times before it starts to decay again at a larger time. In general the amplitude of the leading wave and the mean level across the undular bore decreases due to the effect of damping.
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spelling uthm.eprints-43732021-12-02T03:51:52Z http://eprints.uthm.edu.my/4373/ Simulation of undular bores evolution with damping Tiong, W.K. Tay, K.G. Ong, C.T. Chiew, K.L. TA630-695 Structural engineering (General) Propagation of undular bores with damping is considered in the framework of perturbed extended Korteweg-de Vries (peKdV) equation. Two types of damping terms for the peKdV equation, namely linear and Chezy frictional terms, which describe the turbulent boundary layers in the fluid flow are considered. Solving the peKdV equation numerically using the method of lines shows that under the influence of damping, the lead-ing solitary wave of the undular bores will split from the nonlinear wavetrain, propagates and behaves like an isolated solitary wave. The amplitude of the leading wave will remain the same for some times before it starts to decay again at a larger time. In general the amplitude of the leading wave and the mean level across the undular bore decreases due to the effect of damping. Watam Press 2017 Article PeerReviewed text en http://eprints.uthm.edu.my/4373/1/AJ%202017%20%28144%29%20Simulation%20of%20undular%20bores%20evolution%20with%20damping.pdf Tiong, W.K. and Tay, K.G. and Ong, C.T. and Chiew, K.L. (2017) Simulation of undular bores evolution with damping. Dynamics of Continuous, Discrete and Impulsive Systems Series B: Applications & Algorithms, 24. pp. 113-126. ISSN 1492-8760
spellingShingle TA630-695 Structural engineering (General)
Tiong, W.K.
Tay, K.G.
Ong, C.T.
Chiew, K.L.
Simulation of undular bores evolution with damping
title Simulation of undular bores evolution with damping
title_full Simulation of undular bores evolution with damping
title_fullStr Simulation of undular bores evolution with damping
title_full_unstemmed Simulation of undular bores evolution with damping
title_short Simulation of undular bores evolution with damping
title_sort simulation of undular bores evolution with damping
topic TA630-695 Structural engineering (General)
url http://eprints.uthm.edu.my/4373/1/AJ%202017%20%28144%29%20Simulation%20of%20undular%20bores%20evolution%20with%20damping.pdf
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