Simulation of partial standing wave by two-dimensional numerical wave flume

LI Yan-bao; HUANG Lin-yan; GU Han-bin

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LI Yan-bao, HUANG Lin-yan, GU Han-bin. Simulation of partial standing wave by two-dimensional numerical wave flume[J]. Haiyang Xuebao, 2002, 24(4): 105-110.

Citation:

LI Yan-bao, HUANG Lin-yan, GU Han-bin. Simulation of partial standing wave by two-dimensional numerical wave flume[J]. Haiyang Xuebao, 2002, 24(4): 105-110.

LI Yan-bao, HUANG Lin-yan, GU Han-bin. Simulation of partial standing wave by two-dimensional numerical wave flume[J]. Haiyang Xuebao, 2002, 24(4): 105-110.

Citation:

LI Yan-bao, HUANG Lin-yan, GU Han-bin. Simulation of partial standing wave by two-dimensional numerical wave flume[J]. Haiyang Xuebao, 2002, 24(4): 105-110.

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Simulation of partial standing wave by two-dimensional numerical wave flume

Department of Port and Coastal Engineering, School of Civil Engineering, Tianjin University, Tianjin 300072, China

Received Date: 2001-01-05
Rev Recd Date: 2001-06-11

Abstract

Abstract

The partial standing wave hydraulic performance in front of breakwater is studied by a two-dimensional numerical wave flume.In this numerical model,Nav ier-Stokes equation is chosen as the basic equation and discretized by the finite elements method.Several typical cases,such as standing wave invertical breakwater,partial standing wave in front of vertical breakw ater when wave overtopped,and partial standing wave in front of sloping structure,are simulated firstly.Combining these typical situations,the partial standing wave in front of a chamfered breakwater is simulated.The wave profile,the position of wave nodes and anti-nodes and wave pressures of this reflected wave are studied with the simulation results.
- two-dimensional numerical wave flume,
- partial standing wave,
- chamfered breakwater

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References(5)

References

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