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...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Asian Research Publishing Network (ARPN)
2016
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/21732/ http://umpir.ump.edu.my/id/eprint/21732/1/Experimental%20study%20on%20bottom%20boundary.pdf |
| _version_ | 1848821417334800384 |
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| 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 |
| building | UMP Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T02:25:01Z |
| format | Article |
| id | ump-21732 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:25:01Z |
| publishDate | 2016 |
| publisher | Asian Research Publishing Network (ARPN) |
| recordtype | eprints |
| repository_type | Digital Repository |
| 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. (Published) http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0416_4119.pdf |
| 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 |
| title | 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_short | Experimental study on bottom boundary layer beneath solitary wave |
| title_sort | experimental study on bottom boundary layer beneath solitary wave |
| topic | TA Engineering (General). Civil engineering (General) |
| 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 |