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Numerical study on the response of shoreline change to the tidal channel after a beach nourishment project on an embayed beach

机译:滩涂海滩营养工程后海岸线变化对潮流通道响应的数值研究

摘要

Beach erosion is a severe problem worldwide and beach nourishment is widely regarded today as an environmentally acceptable method to protect and enlarge beaches. In many beach nourishment projects on headland-bay beaches, artificial headlands were constructed on the natural headlands to form an embayed beach in static equilibrium to protect the beach more effectively. However, the construction of artificial headland would weaken the water exchange in the bay and make the water quality easy to deteriorate. In a beach nourishment project in Qinhuangdao, China to dispose this discrepancy an engineering measure was conducted: to reserve a tidal channel between the artificial headland and the natural headland to allow the tidal current to pass. In this paper, a shoreline change model was set up based on GENESIS model to evaluate the influence of the reserve of the tidal channel on the shoreline change after the project. The model was verified by reproducing the post-project shoreline. Four different project schemes with different scales of tidal channel were simulated and discussion was given based on the analysis of simulated results. The numerical evaluation of various scheme options indicates that it is feasible to involve the tidal channel in beach nourishment projects with artificial headland and the scale of the tidal channel should be designed based on the hydrodynamic processes and the state of the beach.
机译:海滩侵蚀是世界范围内的严重问题,如今,海滩营养已被视为保护和扩大海滩的一种环境可接受的方法。在许多在岬角湾海滩上进行的海滩营养项目中,在自然岬角上建造了人工岬角,形成了处于静态平衡状态的带掩护的海滩,以更有效地保护海滩。但是,人工岬角的建设会削弱海湾的水交换,使水质容易恶化。为了解决这一差异,在中国秦皇岛的一个海滩养护项目中,进行了一项工程措施:在人工岬角和天然岬角之间保留一条潮汐通道,以允许潮流通过。本文在GENESIS模型的基础上建立了海岸线变化模型,以评价工程后潮汐河道的储量对海岸线变化的影响。该模型通过复制项目后的海岸线进行了验证。模拟了四个不同潮汐通道规模的工程方案,并在对模拟结果进行分析的基础上进行了讨论。各种方案方案的数值评估表明,将潮汐河道纳入具有人工岬角的滩涂养护项目是可行的,应根据水动力过程和泳滩的状态来设计潮汐河道的规模。

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