Skip navigation
  • 中文
  • English

DSpace CRIS

  • DSpace logo
  • Home
  • Research Outputs
  • Researchers
  • Organizations
  • Projects
  • Explore by
    • Research Outputs
    • Researchers
    • Organizations
    • Projects
  • Communities & Collections
  • SDGs
  • Sign in
  • 中文
  • English
  1. National Taiwan Ocean University Research Hub
  2. 工學院
  3. 海洋工程科技學士學位學程(系)
請用此 Handle URI 來引用此文件: http://scholars.ntou.edu.tw/handle/123456789/20858
DC FieldValueLanguage
dc.contributor.authorChia-Cheng Tsaien_US
dc.contributor.authorYueh-Ting Linen_US
dc.contributor.authorTai-Wen Hsuen_US
dc.date.accessioned2022-03-02T02:51:12Z-
dc.date.available2022-03-02T02:51:12Z-
dc.date.issued2014-06-
dc.identifier.issn1053-5381-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/20858-
dc.description.abstractIn this paper, Miless variational formulation (Miles, 1967) is extended to study problems of water-wave scattering by steep slopes. In the procedure for obtaining the solution, the arbitrary bottom profiles are represented by flat shelves separated by abrupt steps. By applying the stationary condition of the variational formulation, a system of linear equations is obtained with unknown coefficients that represent the horizontal velocities. Our variational formulation is extended by considering the evanescent eigenfunctions in the representations of these horizontal velocities. The extended variational formulation is applied to solving water-wave scattering by using Roseaus curved bottom profiles of both mild and steep slopes (Roseau, 1976). The solutions obtained by the extended variational formulation are convergent with Roseaus analytical solution up to four decimal places for the mild and steep cases, while the solutions obtained by the traditional variational formulation (Miles, 1967) and the transfer-matrix method of Devillard et al. (1988) are not accurate enough for the steep case. Furthermore, by using the integral equation method, the improvement of the proposed method is enforced by two types of bottom profiles considered by Porter and Porter (2000). Finally, numerical experiments are performed to compare the present method with the extended mild-slope equation of Porter and Staziker (1995).en_US
dc.language.isoen_USen_US
dc.publisherOnePetroen_US
dc.relation.ispartofInternational Journal of Offshore and Polar Engineeringen_US
dc.relation.isreplacedbyhdl:123456789/964-
dc.subjectreservoir simulationen_US
dc.subjectEVFen_US
dc.subjectapproximationen_US
dc.subjecttransmission coefficienten_US
dc.titleOn step approximation of water-wave scattering over steep or undulated slopeen_US
dc.typejournal articleen_US
dc.identifier.isiWOS:000337070100003-
dc.relation.journalvolume24en_US
dc.relation.journalissue2en_US
dc.relation.pages98-105en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.languageiso639-1en_US-
item.fulltextno fulltext-
item.grantfulltextnone-
item.openairetypejournal article-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptBachelor Degree Program in Ocean Engineering and Technology-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptCenter of Excellence for Ocean Engineering-
crisitem.author.deptBasic Research-
crisitem.author.orcidhttp://orcid.org/0000-0002-4464-5623-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCenter of Excellence for Ocean Engineering-
Appears in Collections:河海工程學系
海洋工程科技學士學位學程(系)
Show simple item record

WEB OF SCIENCETM
Citations

9
checked on Jun 19, 2023

Page view(s)

128
Last Week
0
Last month
1
checked on Jun 30, 2025

Google ScholarTM

Check

Related Items in TAIR


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

Explore by
  • Communities & Collections
  • Research Outputs
  • Researchers
  • Organizations
  • Projects
Build with DSpace-CRIS - Extension maintained and optimized by Logo 4SCIENCE Feedback