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A comparison of the MIKE 3 and PCFLOW3D models for hydrodynamic simulations in the Gulf of Trieste

机译:的里雅斯特湾水动力模拟的MIKE 3模型和PCFLOW3D模型的比较

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摘要

A comparison between the hydrodynamic simulations of the models MIKE 3 andudPCFLOW3D in the Gulf of Trieste was performed.udThe model MIKE 3 was developed at the Danish Hydraulic Institute (DHI). It is used toudsimulate three-dimensional free-surface flow. At the Chair of Fluid Mechanics a similarudmodel PCFLOW3D is being developed and practically used since 1985. This model is used toudstudy processes in larger water bodies, such as lakes and seas, where the horizontal velocitiesudare larger than vertical for an order of magnitude. The basic characteristics of both models areudpresented in this work.udThe input data and a comparison of the results of some simulations performed in the Gulf ofudTrieste with both models is further shown. Geometry and bathymetry data, temperature andudsalinity conditions in the Gulf of Trieste and at the Soĉa river mouth, wind velocity anduddirection as well as discharge and velocity of the River Soĉa were required for theudsimulations. Realistic seasonal conditions were simulated using different turbulence models.udIn the vicinity of the Soĉa river mouth a comparison of the results was performed also for audrefined numerical grid. The agreement of results was better in winter conditions (bora wind),udwhile simulations of tidal forcing and in summer conditions showed worse agreement of theudresults.udThe results of both models are comparable, despite relatively high discrepancies in some partsudof the modelling domain. Minor differences in numerical schemes and turbulence modelsudoffered by both models and different input of boundary conditions, particularly at the openudboundary and in the inflow cell, were found to be the main reasons of discrepancies.
机译:比较了在的里雅斯特湾的MIKE 3模型和 udPCFLOW3D的水动力模拟。 udMIKE 3模型是由丹麦水利学会(DHI)开发的。它用于模拟三维自由表面流。自1985年以来,在流体力学教授的职位上,类似的 udmodel PCFLOW3D一直在开发和实际使用。该模型用于研究较大的水体(例如湖泊和海洋)的过程,其中水平速度大于垂直方向。数量级。 ud在本文中介绍了这两种模型的基本特征。 ud进一步显示了输入数据以及在 udTrieste海湾中使用这两种模型进行的一些模拟结果的比较。模拟过程需要在的里雅斯特湾和索阿河口的几何和测深数据,温度和乌兹别特条件,风速和方向以及索阿河的流量和流速。使用不同的湍流模型模拟了现实的季节性条件。 ud在Soĉa河口附近,还对精化后的数值网格进行了结果比较。在冬季(大风)条件下,结果的一致性更好。虽然在潮汐强迫和夏季条件下的模拟结果显示结果差。 ud尽管两个部分的差异相对较高,两个模型的结果仍具有可比性。建模领域。发现数值方案和湍流模型在模型和湍流模型,以及边界条件的不同输入方面均存在细微差异,尤其是在开放边界和流入单元中,这是差异的主要原因。

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    Dorić Elvira;

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  • 年度 2008
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  • 原文格式 PDF
  • 正文语种 {"code":"sl","name":"Slovene","id":39}
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