Numerical Simulation of Sand Shoreline Evolution Under Action of Regular Waves and Irregular Waves |
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作者单位: | Tao Jianhua Tian Zhenfu
Professor,Dept. of Mechanics,Tianjin University,Tianjin
Assistant,Dept. of Mathematics,Ningxia University,Yinchuan,Ningxia Hui Autonomous Region |
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摘 要: | Based on the singleline theory, a numerical simulation is presented to predict the shoreline evolution on sand beach. A parabolic equation of longshore sediment transport and boundary conditions are proposed. The combined effect of wave diffraction and refraction on the shoreline evolution on the downdrift side of the breakwater is taken into account and is calculated using the theory of regular waves and irregular waves. The present model is verified by the field observation data of erosion for half a year on the downdrift side of a harbor, and compared with some experimental results. The numerical results are in good agreement with the field measured and experimental data.
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Numerical Simulation of Sand Shoreline Evolution Under Action of Regular Waves and Irregular Waves |
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Authors: | Tao Jianhua Tian Zhenfu
Professor Dept of Mechanics Tianjin University Tianjin
Assistant Dept of Mathematics Ningxia University Yinchuan Ningxia Hui Autonomous Region |
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Abstract: | Based on the singleline theory, a numerical simulation is presented to predict the shoreline evolution on sand beach. A parabolic equation of longshore sediment transport and boundary conditions are proposed. The combined effect of wave diffraction and refraction on the shoreline evolution on the downdrift side of the breakwater is taken into account and is calculated using the theory of regular waves and irregular waves. The present model is verified by the field observation data of erosion for half a year on the downdrift side of a harbor, and compared with some experimental results. The numerical results are in good agreement with the field measured and experimental data. |
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Keywords: | numerical simulation shoreline evolution singleline theory irregular waves breakwater |
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