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1997 Fiscal Year Final Research Report Summary

Flow Characteristics in run-up of periodic waves on nonuni form slope

Research Project

Project/Area Number 08650615
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field 水工水理学
Research InstitutionChuo University

Principal Investigator

HATTORI Masataro  Chuo University, Dept.of Civil Engineering, professor, 理工学部, 教授 (90055070)

Project Period (FY) 1996 – 1997
KeywordsBreaking waves / Swash zone / Nonlinear long waves / Bottom shear stress / Sediment transport
Research Abstract

Swash zone is a portion of the nearshore region in which the beach face is alternately covered by the uprush of the wave swash and exposed by the backwash. Violent fluid motion under the swash flow creates high turbulence and gives rise to a strong sediment movement, which causes constantly beach profile changes in swash zone.
Because of the very complex flow, there is fair less information about the mechanical behaviors of wave swash. Many studies of the physical processes occurred under swash have been required if we are better understand beach processes in the swash zone. This is the main purpose of the present study.
Comprehensive experiments were made in a wave tank in which model beaches of fixed and movable beds with various slopes were installed. The flow field under swash waves is of high nonlinear and unsteady. In addition, the water depth is extremely shallow. It is, therefore, impossible to measure the flow velocity on a slope. We developed a practical and reasonable procedure for evaluating the flow velocity with the aid of nonlinear long wave theory based on video pictures of the free surface profile.
Experiments reveal that mode of incident waves changes from undular bore to swash through the bore collapse process. The bore collapse plays an important role in wave run-up processes. Bottom shear stress contributed to sediment transport is varied temporally and spatially with a time lag between the local fluid velocity.
The findings of this research should be taken account of in modeling the swash zone processes.

  • Research Products

    (10 results)

All Other

All Publications (10 results)

  • [Publications] 郷農・服部・杉本: "斜面遡上波の運動縦横に関する実験的研究" 土木学会海岸工学論文集. 43. 141-145 (1996)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 有村・服部・内田: "波打ち帯の底質輸送と海浜変形の実験的研究" 土木学会海岸工学論文集. 43. 516-520 (1996)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 佐藤・服部: "波打ち帯の底質輸送と海浜地形変化の実験的研究" 第25回土木学会関東支部技術研究発表会講演概要集. 220-221 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 内田・服部: "遡上域での底面せん断力" 第25回土木学会関東支部技術研究発表会講演概要集. 222-223 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 内田・服部: "波打ち帯波動場と底面せん断力特性に関する実験的研究" 土木学会海岸工学論文集. 45(登稿中). (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] K.Gono, J.Arimura, and M.Hattori: "Formation of berm scarps" Proc.of Coastal Engineering, JSCE. Vol.42. 616-620 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] K.Gonno, M.Hattori, and N.Sugimoto: "Experimental study of breaker run-up on slopes" Proc.of Coastal Engineering, JSCE. Vol.43. 141-145 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] J.Arimura, M.Hattori, and K.Uchida: "Experiment on sediment transport in swash zone and the beach profile evolution" Proc.of Coastal Engineering, JSCE. Vol.43. 516-520 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] K.Uchida and M.Hattori: "Experimental study on the bottom shear stress under swash flows on slopes" Proc.of Coastal Engineering, JSCE. Vol.45. 171-175 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] M.Sato and M.Hattori: "Experimental study on sediment transport and profile evolution in swash zone" Abstract of Technical and Research Papers, 25th Conference of Kanto District Branch, JSCE. 220-221 (1998)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 1999-12-08  

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