• Title/Summary/Keyword: Internal Waterlevel Fluctuation

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Hydraulic Characteristics of Permeable Breakwater in relation to the internal Waterlevel Fluctuation (투과성 방파제의 내부수위 변동과 방파제의 수리특성)

  • 윤한삼;전재우;류청로
    • Journal of Ocean Engineering and Technology
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    • v.16 no.3
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    • pp.46-53
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    • 2002
  • In the study, the interaction characteristics among incident waves, run-up and internal waterlevel at core layer of breakwaters were investigated. The effect of core materials on the internal waterlevel characteristics are also discussed using the results with both regular and irregular wave tests. The main results obtained are as follows; The higher internal waterleve was observed under the permeable breakwater with core layer of the lower permeability than with the higher one. And, the internal waterlevl decreased as far as the distance from the toe. In the irregular wave test, the grouping characteristics of incident waves make large fluctuation of the waterlevel. Especially, breakwaters internal waterlevel appeared to affect the hydraulic characteristics on slope.

Numerical modeling of wave run-up and internal setup on and in permeable coastal structures (투과성해안구조물의 소상파 및 내부수위변동에 관한 수치모델링)

  • 남인식;윤한삼;김종욱;류청로
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2001.05a
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    • pp.172-179
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    • 2001
  • A numelical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal flow field of the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Orean Hydraulics in PKNU. Good agreement were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.

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Numerical Modeling of Wave Run-up and Internal Set-up on and in Permeable Coastal Structures (투과성 해안구조물의 소상파 및 내부수위변동에 관한 수치모델링)

  • 남인식;김종욱;류청로
    • Journal of Ocean Engineering and Technology
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    • v.16 no.5
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    • pp.34-40
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    • 2002
  • A numerical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal four field the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Ocean Hydraulics in PKNU. Better aggrements were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.