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CHARACTERISTICS OF SEDIMENT TRANSPORT IN THE SWASH ZONE UNDER MIXED GRAIN SIZE

Research Project

Project/Area Number 16K06521
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Hydraulic engineering
Research InstitutionHakodate National College of Technology

Principal Investigator

Miyatake Makoto  函館工業高等専門学校, 社会基盤工学科, 准教授 (20435382)

Research Collaborator Sassa Shinji  
Kimura Katsutoshi  
Project Period (FY) 2016-04-01 – 2019-03-31
Project Status Completed (Fiscal Year 2018)
Budget Amount *help
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2018: ¥260,000 (Direct Cost: ¥200,000、Indirect Cost: ¥60,000)
Fiscal Year 2017: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2016: ¥2,730,000 (Direct Cost: ¥2,100,000、Indirect Cost: ¥630,000)
Keywords混合粒径 / 波打ち帯 / 無次元掃流力 / 漂砂移動 / 飽和・不飽和斜面 / 漂砂 / 蛍光砂 / 浸透・滲出流 / 飽和度 / 波打ち帯漂砂
Outline of Final Research Achievements

The image measurement techniques of fluorescent sands with different colors for each grain size are established through the steady circulation flow experiments under the mixed grain size. These techniques are applied for solitary wave experiments to evaluate the sediment transport comprised of mixture sand grains at swash zone. As the result, it makes clear that the characteristics of swash sediment transport according to saturation of beach slope in different condition of grain size distribution. A numerical approach of tractive force for respective grain sizes of sand mixtures is presented, that is quantified through a permeable Shields parameter. The results of prediction are in good qualitative agreement with those of experiments.

Academic Significance and Societal Importance of the Research Achievements

これまで主に波の特性量との関係で説明されてきた漂砂問題に対し,本研究で対象とした波打ち帯の水理学的特性から,遡上波に伴う前浜浸透・滲出流の影響を砂浜斜面の飽和度を考慮して解明したこと.加えて,底質を混合粒径とすることで,その粒度分布に応じて,底質が粗粒化し前浜斜面が急峻化することや斜面がより安定化するアーマリング効果等の諸現象と粒径別漂砂量の関係を見出したことで,海岸工学分野において学術的に重要な知見を提示した.また,構築した混合粒径に適用させた透過斜面の粒径別無次元掃流力モデルを通じ,汀線付近の侵食現象を含めた今後の海浜変形予測の精度向上に資する数値計算法を提案した.

Report

(4 results)
  • 2018 Annual Research Report   Final Research Report ( PDF )
  • 2017 Research-status Report
  • 2016 Research-status Report
  • Research Products

    (12 results)

All 2019 2018 2017 2016 Other

All Journal Article (5 results) (of which Peer Reviewed: 5 results,  Open Access: 5 results) Presentation (6 results) Remarks (1 results)

  • [Journal Article] 粗粒底質における前浜浸透・滲出流を考慮した 波打ち帯の漂砂輸送解析2019

    • Author(s)
      石橋 さくら, 宮武 誠, 越智 聖志, 佐々 真志
    • Journal Title

      土木学会論文集B3(海洋開発)

      Volume: 75

    • NAID

      130007724963

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed / Open Access
  • [Journal Article] PREDICTION OF SEDIMENT TRANSPORT IN SWASH ZONE CONSIDERING SATURATED-UNSATURATED GROUNDWATER FLOW2018

    • Author(s)
      宮武誠・木村克俊・越智聖志・佐々真志・白水元
    • Journal Title

      Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)

      Volume: 74 Issue: 2 Pages: I_715-I_720

    • DOI

      10.2208/kaigan.74.I_715

    • NAID

      130007504110

    • ISSN
      1883-8944, 1884-2399
    • Related Report
      2018 Annual Research Report
    • Peer Reviewed / Open Access
  • [Journal Article] A CONTINUOUS MONITORING SYSTEM FOR POROSITY CHANGE IN A SANDY BEACH DUE TO RUNUP WAVES2017

    • Author(s)
      白水 元,,佐々 真志,宮武 誠
    • Journal Title

      Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)

      Volume: 73 Issue: 2 Pages: I_702-I_706

    • DOI

      10.2208/jscejoe.73.I_702

    • NAID

      130005995555

    • ISSN
      2185-4688
    • Related Report
      2017 Research-status Report
    • Peer Reviewed / Open Access
  • [Journal Article] CHARACTERISTICS OF SEDIMENT TRANSPORT IN THE SWASH ZONE UNDER MIXED GRAIN SIZE2017

    • Author(s)
      宮武 誠 成田 郁史 木村 克俊 越智 聖志 佐々 真志 白水 元
    • Journal Title

      Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)

      Volume: 73 Issue: 2 Pages: I_541-I_546

    • DOI

      10.2208/kaigan.73.I_541

    • NAID

      130006171865

    • ISSN
      1883-8944, 1884-2399
    • Related Report
      2017 Research-status Report
    • Peer Reviewed / Open Access
  • [Journal Article] AN EXPERIMENT TO ELUCIDATE THE MECHANISMS BEHIND HIGH-WAVE-RELATED FAILURE OF BACKSHORE SLOPES ON COASTAL ROADS IN CONSIDERATION OF CHANGES IN GROUND PROPERTIES2016

    • Author(s)
      本間大輔・宮武誠・佐々真志・木村克俊・白水元・蛯子翼
    • Journal Title

      Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)

      Volume: 72 Issue: 2 Pages: I_1189-I_1194

    • DOI

      10.2208/kaigan.72.I_1189

    • NAID

      130005282233

    • ISSN
      1883-8944, 1884-2399
    • Related Report
      2016 Research-status Report
    • Peer Reviewed / Open Access
  • [Presentation] 前浜浸透・滲出流を考慮した波打ち帯の飽和・不飽和斜面の漂砂輸送解析2018

    • Author(s)
      石橋 さくら
    • Organizer
      土木学会北海道支部
    • Related Report
      2018 Annual Research Report
  • [Presentation] 鉛直1次元浸透流モデルによる前浜砂層域の浸透・滲出流解析2018

    • Author(s)
      和田 京果
    • Organizer
      土木学会北海道支部
    • Related Report
      2018 Annual Research Report
  • [Presentation] 混合粒径下における波打ち帯の漂砂移動可視化実験2018

    • Author(s)
      成田 郁史
    • Organizer
      土木学会北海道支部
    • Related Report
      2017 Research-status Report
  • [Presentation] 粗粒度底質における波打ち帯の漂砂移動特性2018

    • Author(s)
      和田 京果
    • Organizer
      土木学会北海道支部
    • Related Report
      2017 Research-status Report
  • [Presentation] 混合粒径下における蛍光砂濃度の画像解析2017

    • Author(s)
      成田 郁史
    • Organizer
      土木学会北海道支部
    • Place of Presentation
      北見工業大学
    • Year and Date
      2017-02-04
    • Related Report
      2016 Research-status Report
  • [Presentation] 地盤性状変化を考慮した海岸道路の後浜斜面の高波による被災メカニズムに関する研究2017

    • Author(s)
      荒木 京佑
    • Organizer
      土木学会北海道支部
    • Place of Presentation
      北見工業大学
    • Year and Date
      2017-02-04
    • Related Report
      2016 Research-status Report
  • [Remarks] 地盤性状変化を考慮した海岸道路の後浜斜面の高波による破壊メカニズムの解明

    • URL

      http://doi.org/10.2208/kaigan.72.I_1189

    • Related Report
      2016 Research-status Report

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Published: 2016-04-21   Modified: 2020-03-30  

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