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Application of an unstructured mesh model to storm surge propagation in the Mersey estuary region of the Irish Sea

机译:非结构网格模型在爱尔兰海默西河口地区风暴潮传播中的应用

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摘要

The storm surge period of 13-16 November 1977 when there was a major positive surge followed by a negative surge in the Irish Sea is investigated using a two-dimensional unstructured mesh model of the west coast of Britain. The model accounts for tidal and external surge forcing across its open boundaries which are situated in the Celtic Sea and off the west coast of Scotland. Although this period has been examined previously using a uniform finite-difference model, and a finite element model, neither of these could resolve the Mersey estuary which is the focus of the present study. By using a finite element model with very high mesh resolution within the Mersey, the spatial variability of surge elevations and currents within the Mersey to rapidly changing surge dynamics can be examined. The mesh in the model varies from about 7 km in deep water, to the order of 100 m in the Mersey, with the largest mesh length reaching 17 km in deep offshore regions, and smallest of order 26 m occurring in shallow coastal regions of the Mersey estuary. The model accounts for wetting/drying which occurs in shallow water coastal areas. Calculations showed that during the positive surge period, the amplitude and speed of propagation of the surge was largest in the deep water channels. This gave rise to significant spatial variability of surge elevations and currents within the estuary. As wind stresses decreased over the Irish Sea, a negative surge occurred over Liverpool Bay and at the entrance to the Mersey. However, within the Mersey there was a local positive surge which continued to propagate down the estuary. This clearly showed that although the large scale response of the Irish Sea to changing wind fields occurred rapidly, the response in the Mersey was much slower. These calculations with a west coast variable mesh model that included a high-resolution representation of the Mersey revealed for the first time how elevations and currents within the Mersey responded to Irish Sea surges that rapidly changed from positive to negative.
机译:使用英国西海岸的二维非结构化网格模型,对1977年11月13日至16日的风暴潮时期进行了调查,当时爱尔兰海出现了一次大的正浪潮,随后出现了负浪潮。该模型解释了位于凯尔特海和苏格兰西海岸附近的开放边界上的潮汐和外部潮汐强迫。尽管之前已经使用统一的有限差分模型和有限元模型对这一时期进行了研究,但这些方法都无法解决作为本研究重点的默西河口。通过在Mersey中使用具有非常高的网格分辨率的有限元模型,可以检查浪涌高程和Mersey中的电流对快速变化的浪涌动力学的空间变异性。该模型的网格范围从深水的约7 km到Mersey的100 m左右,最大的网格长度在深海地区达到17 km,最小的约26 m发生在该海域的浅海地区。默西河口。该模型解释了发生在浅水沿海地区的湿润/干燥。计算表明,在正涌浪期间,涌浪的幅度和传播速度在深水河道中最大。这导致河口内浪涌高程和水流的显着空间变化。随着爱尔兰海风应力的降低,利物浦湾和默西河入口处出现了负浪涌。但是,在默西岛内,局部正涌动持续向河口传播。这清楚地表明,尽管爱尔兰海对风场变化的大规模反应迅速发生,但默西的反应却要慢得多。用西海岸可变网格模型进行的这些计算包括对默西河的高分辨率表示,这首次揭示了默西河内的海拔和洋流如何响应迅速从正向负变化的爱尔兰海浪。

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