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Interaction between Coastal Development and Inland Estuarine Waterways at the Short–Medium Timescale

机译:中短期内沿海开发与内河口航道的相互作用

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摘要

This article highlights the impact of tidal inlet modification on the evolution of inland estuarine waterways at the short-medium timescale. The study area is the Nerang River estuarine system located on the east coast of Australia. This estuary has been affected by a range of developments, including stabilization of its tidal entrance. This study is mainly focused on quantifying the tidal regime change and potential morphological and ecological implications resulting from these changes. To this end, the study started with field data collection and numerical modelling of the study area. The results of harmonic analysis showed that the Nerang Estuary responds nonlinearly to tidal forcing and is dominated by frictional forces. Analysis of water level and current time histories showed a mixed, predominantly semidiurnal, and flood-dominant tidal regime within the estuary. It also showed strong asymmetry of tide along the estuary. At the second stage of the study, historical data of the study area were analyzed and compared with the recently collected data. The purpose of this stage of the study was to understand the evolution of the estuary as a result of the changes at its entrance over the past 20 years. Variations in the ratio of amplitudes from M4 to M2 demonstrate that the Nerang Estuary nonlinear response to tidal forcing has reduced over the past 20 years. Analysis of historical data also suggests that the estuary has become less flood-dominant over the past 20 years, and as a result, the balance between tide-influenced sediment infilling and sediment flushing of the estuary during freshwater flooding events may have shifted toward transporting more sand out of the estuary.
机译:本文重点介绍了在中短时间范围内,潮汐口改造对内河河口河道演变的影响。研究区域是位于澳大利亚东海岸的尼朗河河口系统。该河口受到一系列发展的影响,包括潮汐入口的稳定。这项研究主要集中于量化潮汐变化以及这些变化可能带来的形态和生态影响。为此,研究从研究区域的现场数据收集和数值建模开始。谐和分析的结果表明,尼朗河口对潮汐力有非线性响应,并且受摩擦力支配。对水位和当前时间历史的分析表明,河口内的混合潮汐主要是半日的,潮汐主要是洪水。沿河口也显示出强烈的潮汐不对称性。在研究的第二阶段,分析研究区域的历史数据,并将其与最近收集的数据进行比较。该研究阶段的目的是了解过去20年中河口变化的结果。从M4到M2的振幅比的变化表明,过去20年来,奈朗河口对潮汐强迫的非线性响应有所减少。对历史数据的分析还表明,在过去的20年中,河口对洪水的支配力已经减弱,因此,在淡水洪水事件中,受潮汐影响的泥沙充填与河口的泥沙冲刷之间的平衡可能已转向输送更多的泥沙。冲出河口。

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