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Estimating present day extreme water level exceedance probabilities around the coastline of Australia: tropical cyclone-induced storm surges

机译:估计现在的澳大利亚海岸线周围的极端水位超出概率:热带旋风诱导的风暴潮

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摘要

The occurrence of extreme water level events along low-lying, highly populated and/or developed coastlines can lead to devastating impacts on coastal infrastructure. Therefore it is very important that the probabilities of extreme water levels are accurately evaluated to inform flood and coastal management and for future planning. The aim of this study was to provide estimates of present day extreme total water level exceedance probabilities around the whole coastline of Australia, arising from combinations of mean sea level, astronomical tide and storm surges generated by both extra-tropical and tropical storms, but exclusive of surface gravity waves.ududThe study has been undertaken in two main stages. In the first stage, a high-resolution (~10 km along the coast) hydrodynamic depth averaged model has been configured for the whole coastline of Australia using the Danish Hydraulics Institute’s Mike21 modelling suite of tools. The model has been forced with astronomical tidal levels, derived from the TPX07.2 global tidal model, and meteorological fields, from the US National Center for Environmental Prediction’s global reanalysis, to generate a 61-year (1949 to 2009) hindcast of water levels. This model output has been validated against measurements from 30 tide gauge sites around Australia with long records. At each of the model grid points located around the coast, time series of annual maxima and the several highest water levels for each year were derived from the multi-decadal water level hindcast and have been fitted to extreme value distributions to estimate exceedance probabilities.ududStage 1 provided a reliable estimate of the present day total water level exceedance probabilities around southern Australia, which is mainly impacted by extra-tropical storms. However, as the meteorological fields used to force the hydrodynamic model only weakly include the effects of tropical cyclones the resultant water levels exceedance probabilities were underestimated around western, northern and north-eastern Australia at higher return periods. Even if the resolution of the meteorological forcing was adequate to represent tropical cyclone-induced surges, multi-decadal periods yielded insufficient instances of tropical cyclones to enable the use of traditional extreme value extrapolation techniques. Therefore, in the second stage of the study, a statistical model of tropical cyclone tracks and central pressures was developed using histroic observations. This model was then used to generate synthetic events that represented 10,000 years of cyclone activity for the Australia region, with characteristics based on the observed tropical cyclones over the last ~40 years. Wind and pressure fields, derived from these synthetic events using analytical profile models, were used to drive the hydrodynamic model to predict the associated storm surge response. A random time period was chosen, during the tropical cyclone season, and astronomical tidal forcing for this period was included to account for non-linear interactions between the tidal and surge components. For each model grid point around the coast, annual maximum total levels for these synthetic events were calculated and these were used to estimate exceedance probabilities. The exceedance probabilities from stages 1 and 2 were then combined to provide a single estimate of present day extreme water level probabilities around the whole coastline of Australia.
机译:在低洼,人口稠密和/或发达的海岸线上发生极端水位事件,可能导致对沿海基础设施的破坏性影响。因此,非常重要的一点是,准确评估极端水位的可能性,以为洪水和沿海管理以及未来计划提供依据。这项研究的目的是提供对当今澳大利亚整个海岸线上极端总水位超标概率的估计,这是由平均海平面,天文潮和由热带和热带风暴产生的风暴潮的组合而产生的,但不包括表面重力波。 ud ud这项研究已分两个主要阶段进行。在第一阶段,使用丹麦水力学研究所的Mike21建模工具套件为澳大利亚的整个海岸线配置了高分辨率(沿海岸约10 km)的水动力深度平均模型。该模型已被强制使用来自TPX07.2全球潮汐模型的天文潮汐水平和来自美国国家环境预测中心的全球再分析的气象领域,以产生61年(1949年至2009年)的水位后预报。该模型输出已针对澳大利亚各地30个潮位计站点的测量结果进行了验证,并具有悠久的记录。在沿海附近的每个模型网格点,每年的最大值时间序列和每年的几个最高水位都是从数十年后水位后预报中得出的,并已拟合到极值分布中以估计超标概率。 ud udStage 1提供了澳大利亚南部附近当今总水位超标概率的可靠估计,这主要受温带风暴的影响。但是,由于用于推动水动力模型的气象领域仅微弱地包括热带气旋的影响,因此在较高回报期的澳大利亚西部,北部和东北部地区,对水位超标的概率进行了低估。即使气象强迫的分辨率足以代表热带气旋引起的激增,但数十年的时间却产生了不足的热带气旋实例,因此无法使用传统的极值外推技术。因此,在研究的第二阶段,利用历史观测资料建立了热带气旋径迹和中心压力的统计模型。然后,使用该模型生成代表澳大利亚地区10,000年旋风活动的合成事件,其特征基于过去40年来观察到的热带气旋。使用分析剖面模型从这些合成事件中得出的风场和压力场被用来驱动水动力模型以预测相关的风暴潮响应。在热带气旋季节中,选择了一个随机时间段,并计入了该时间段的天文潮汐强迫,以说明潮汐和潮汐分量之间的非线性相互作用。对于海岸附近的每个模型网格点,都将计算这些合成事件的年度最大总水平,并将其用于估计超标概率。然后将第1阶段和第2阶段的超标概率合并,以提供澳大利亚整个海岸线附近当今极端水位概率的单个估计。

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