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Hydrodynamic modelling of the Onega River tidal estuary

机译:Onega河潮汐口的流体动力学建模

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摘要

Hydrodynamic conditions in a tidal estuary are very complex and depend on a wide range of factors. This was also demonstrated in the previous studies for the estuary of the Onega River, which were primarily based on the analysis of field measurements. In this paper, the results of numerical modelling performed using 1D and 2DH/3D «shallow water» approaches are presented, for summer and winter hydrological conditions in the Onega River estuary. The models were built and calibrated using extensive field data, which allowed assessing the opportunities to model the temporal and spatial variability of water levels, discharges, and velocities in a dynamic environment of a tidal estuary.
机译:潮气口中的流体动力学条件非常复杂,取决于各种因素。这也在先前的Onega河河口的研究中证明,主要基于对现场测量的分析。本文介绍了使用1D和2DH / 3D / 3D«浅水»方法进行数值建模的结果,夏季和冬季水文条件下的奥格河河口。使用广泛的现场数据建立和校准模型,这允许评估模拟潮气河口的动态环境中的水位,放电和速度的时间和空间变异性的机会。

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