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Beach Response during Storm Conditions on Pingtan Coast

机译:平潭海岸风暴条件下的海滩响应

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摘要

Using the process-based XBeach model, beach response during storm surge and post-storm recovery during mild wave conditions are simulated on Pingtan Longfengtou beach in Fujian, China. The XBeach model is set up based on four in-situation measured cross-shore profiles (1st to 4th profile from the south to north) along the beach. Wind and air pressure during storm conditions are calculated from orthogonal overset WRF-ARW modeling. Wave and tide forces are obtained from SWAN & ADCIRC numerical simulations. And wave asymmetry and skewness in shallow water is considered in the XBeach model to simulate the post-storm recovery. Simulation results show that: (1) The four beach profiles are all eroded during storm conditions, with berm retreat and sub-tidal zone accumulation. The berm retreat of profile 2 is 8.5m, and 3.5m for profile 4. (2) During mild wave conditions, erosion mainly occurs 150m to 200m offshore in the four profiles, and eroded sediment are transported onshore. The erosion depth is 0.2m in the four profiles on average. (3) The simulated morphological change of profile 4 agrees well with the measured profile, with a Brier Skill Score (BSS) of 0.69. The overall BSS of profile 2 is 0.57, closely to good level (BSS of 0.6~0.8), and the BSS near berm of the profile is greater than 0.6. The simulated morphology change of profile 3 are reasonable (BSS skill of 0.3~0.6) in general, with a BSS of 0.52, mainly because the drainage channel to south of the profile on the beach affects the long-shore sediment transport. Profile 1 is influenced by the reflected wave from the groyne on the southernmost of the beach, which results in poor model result with a BSS of 0.33.
机译:使用基于过程的XBeach模型,在中国福建平潭龙凤头海滩上模拟了风暴潮期间的海滩响应和轻度波浪条件下的风暴后恢复。 XBeach模型是根据沿海滩进行的四个现场测量的跨岸剖面(从南到北的第1到第4剖面)建立的。根据正交过冲WRF-ARW建模计算风暴条件下的风压和气压。波浪力和潮汐力是从SWAN和ADCIRC数值模拟获得的。在XBeach模型中考虑了浅水波的不对称性和偏斜度,以模拟暴风雨后的恢复。仿真结果表明:(1)四个海滩剖面在暴风雨条件下均被侵蚀,护堤撤退,潮下带积聚。剖面2的护坡撤退为8.5m,剖面4的护坡撤退为3.5m。(2)在轻度波浪条件下,侵蚀主要发生在四个剖面的近海150m至200m中,侵蚀的沉积物被运到岸上。四个剖面的平均侵蚀深度为0.2m。 (3)轮廓4的模拟形态变化与实测轮廓非常吻合,其Brier技能得分(BSS)为0.69。轮廓2的整体BSS为0.57,接近良好水平(BSS为0.6〜0.8),并且轮廓附近的BSS大于0.6。剖面3的模拟形态变化一般是合理的(BSS技能为0.3〜0.6),BSS为0.52,这主要是因为沿滩剖面南侧的排水通道影响了长岸沉积物的输送。剖面1受海滩最南端的防波堤反射波的影响,其模型结果差,BSS为0.33。

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