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首页> 外文期刊>Journal of Hydrology >Surface analysis of free surface and velocity to changes in river flow and tidal amplitude on a shallow mesotidal estuary: An application in Suances Estuary (Nothern Spain)
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Surface analysis of free surface and velocity to changes in river flow and tidal amplitude on a shallow mesotidal estuary: An application in Suances Estuary (Nothern Spain)

机译:中浅河口自由表面和速度对河流流量和潮汐变化的表面分析:在Suances河口中的应用(西班牙北部)

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摘要

Details are given of the surface analysis method implementation to characterize the free surface and velocity influences of a shallow mesotidal estuary to changes in freshwater discharges, with particular application to the Suances Estuary (SE), located in north of Spain. The surface analysis method is based on the use of numerical models in order to assess water levels and current velocities in several model scenarios which represent the environmental forcing variability in the estuary. Thus, a two-dimensional depth-integrated model was used to evaluate water levels and current velocities in the innermost area of the SE, applying a mesh nesting strategy to achieve high resolution results in order to evaluate the pollutant transport in further studies. The hydrodynamic model was calibrated and validated against field data, collected during spring and neap tidal cycles, for water levels and current velocities. This tool allowed us to study a set of 45 model scenarios under fixed river flow and tidal amplitude conditions. These results were then fitted trough quadratic interpolation functions to create plots of response surfaces for the mentioned variables. From these surfaces, water levels and velocity distributions can be calculated for long-term periods at any estuarine location saving a remarkable quantity of computational cost and time. To validate the surface analysis method, the obtained results were tested against the outputs provided by the hydrodynamic modelling of the estuary for a 6-month period. The comparison showed a fairly good agreement with less computational cost than a typical numerical modelling, obtaining a computational demand decrease of 55%. Although, it is relevant to mention that the surface analysis method performs better in estimating velocities than water levels, we evaluated the river flow and astronomic tide influence on estuarine water levels and current velocities for a long-term period of 10 years.
机译:详细介绍了表面分析方法的实施方法,以描述浅层中生河口的自由表面和速度对淡水排放量变化的影响,尤其适用于西班牙北部的Suances河口(SE)。地表分析方法基于数​​值模型的使用,以便在代表河口环境强迫变化的几种模型场景中评估水位和流速。因此,使用二维深度综合模型来评估东南部最内部区域的水位和流速,并应用网格嵌套策略获得高分辨率结果,以便评估污染物的进一步研究。针对水位和流速,对水动力模型进行了校准,并根据在春季和潮汐周期中收集的现场数据进行了验证。该工具使我们能够研究固定河流量和潮汐振幅条件下的45种模型情景。然后,通过二次插值函数拟合这些结果,以创建所提及变量的响应面图。从这些表面,可以在任何河口位置长期计算水位和速度分布,从而节省了大量的计算成本和时间。为了验证表面分析方法,将获得的结果与河口水动力模型提供的输出进行了为期6个月的测试。比较结果表明,与典型的数值建模相比,协议的计算成本更低,计算需求减少了55%。尽管值得一提的是,表面分析方法在估算速度方面比水位要好,但我们评估了河流流量和天文潮对河口水位和流速的长期影响,为期10年。

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