Experimental study on bottom boundary layer beneath solitary wave

A tsunami as long wave and an oscillatory wave moves into shoaling water have behavior similar to solitary wave and therefore comprehension on its bottom boundary layer characteristics come to be essential key on near-shore sediment transport modeling. In the present study, the hydraulics...

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Main Authors:	Winarta, Bambang, Nadiatul Adilah, Ahmad Abdul Ghani, Tanaka, Hitoshi, Yamaji, Hiroto, Mohammad Fadhli, Ahmad
Format:	Article
Language:	English
Published:	Asian Research Publishing Network (ARPN) 2016
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/21732/ http://umpir.ump.edu.my/id/eprint/21732/ http://umpir.ump.edu.my/id/eprint/21732/1/Experimental%20study%20on%20bottom%20boundary.pdf

id	ump-21732
recordtype	eprints
spelling	ump-217322018-07-24T01:34:18Z http://umpir.ump.edu.my/id/eprint/21732/ Experimental study on bottom boundary layer beneath solitary wave Winarta, Bambang Nadiatul Adilah, Ahmad Abdul Ghani Tanaka, Hitoshi Yamaji, Hiroto Mohammad Fadhli, Ahmad TA Engineering (General). Civil engineering (General) A tsunami as long wave and an oscillatory wave moves into shoaling water have behavior similar to solitary wave and therefore comprehension on its bottom boundary layer characteristics come to be essential key on near-shore sediment transport modeling. In the present study, the hydraulics phenomena of solitary wave are studied in deep through experiments utilizing a closed conduit generation system. This result was examined by analytical and numerical laminar solution. Moreover, wave friction factor is discussed based on the present laboratory experiment and previous studies of (Sumer et al., 2010); (Vittory and Blondeaux, 2011, 2012). As conclusions, in-consistent critical Reynolds number was found for solitary wave case. This observable fact is distinct difference with sinusoidal wave case which has consistency in critical Reynolds number. As a main conclusion that a new generation system proposed in the present study will be able and applicable to shore up an experiment on sediment transport induced by solitary wave. Asian Research Publishing Network (ARPN) 2016 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21732/1/Experimental%20study%20on%20bottom%20boundary.pdf Winarta, Bambang and Nadiatul Adilah, Ahmad Abdul Ghani and Tanaka, Hitoshi and Yamaji, Hiroto and Mohammad Fadhli, Ahmad (2016) Experimental study on bottom boundary layer beneath solitary wave. ARPN Journal of Engineering and Applied Sciences, 11 (8). pp. 5358-5364. ISSN 1819-6608 http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0416_4119.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Winarta, Bambang Nadiatul Adilah, Ahmad Abdul Ghani Tanaka, Hitoshi Yamaji, Hiroto Mohammad Fadhli, Ahmad Experimental study on bottom boundary layer beneath solitary wave
description	A tsunami as long wave and an oscillatory wave moves into shoaling water have behavior similar to solitary wave and therefore comprehension on its bottom boundary layer characteristics come to be essential key on near-shore sediment transport modeling. In the present study, the hydraulics phenomena of solitary wave are studied in deep through experiments utilizing a closed conduit generation system. This result was examined by analytical and numerical laminar solution. Moreover, wave friction factor is discussed based on the present laboratory experiment and previous studies of (Sumer et al., 2010); (Vittory and Blondeaux, 2011, 2012). As conclusions, in-consistent critical Reynolds number was found for solitary wave case. This observable fact is distinct difference with sinusoidal wave case which has consistency in critical Reynolds number. As a main conclusion that a new generation system proposed in the present study will be able and applicable to shore up an experiment on sediment transport induced by solitary wave.
format	Article
author	Winarta, Bambang Nadiatul Adilah, Ahmad Abdul Ghani Tanaka, Hitoshi Yamaji, Hiroto Mohammad Fadhli, Ahmad
author_facet	Winarta, Bambang Nadiatul Adilah, Ahmad Abdul Ghani Tanaka, Hitoshi Yamaji, Hiroto Mohammad Fadhli, Ahmad
author_sort	Winarta, Bambang
title	Experimental study on bottom boundary layer beneath solitary wave
title_short	Experimental study on bottom boundary layer beneath solitary wave
title_full	Experimental study on bottom boundary layer beneath solitary wave
title_fullStr	Experimental study on bottom boundary layer beneath solitary wave
title_full_unstemmed	Experimental study on bottom boundary layer beneath solitary wave
title_sort	experimental study on bottom boundary layer beneath solitary wave
publisher	Asian Research Publishing Network (ARPN)
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/21732/ http://umpir.ump.edu.my/id/eprint/21732/ http://umpir.ump.edu.my/id/eprint/21732/1/Experimental%20study%20on%20bottom%20boundary.pdf
first_indexed	2023-09-18T22:32:00Z
last_indexed	2023-09-18T22:32:00Z
_version_	1777416347953659904

Experimental study on bottom boundary layer beneath solitary wave

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