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Comparison of a 2D and 3D Hydrodynamic and Water Quality Model for Lake Systems

机译:湖泊系统的2D和3D水动力和水质模型的比较

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A two and three-dimensional hydrothermal numerical model were developed and calibrated for Laurance Lake, Oregon, USA. The numerical scheme in the two-dimensional laterally averaged hydrodynamic and water quality model, CE-QUAL-W2, was adapted for a three-dimensional model, called W3, to solve the governing equations of continuity, free surface equation, and momentum. In order to perform an equivalent comparison between the results of the two and three-dimensional model, both models were run using the same meteorological data, boundary conditions of flow and temperature, and surface heat exchange algorithms. The reservoir water levels and temperature were calibrated over the simulation period. Even though the calculated error statistics of the 3D model were slightly higher compared to the 2D model, the numerical predictions of both models had good agreement with field data. Conditions where a 2D or a 3D model is better suited to a lake or reservoir were discussed.
机译:针对美国俄勒冈州的劳伦斯湖,开发并校准了二维和三维水热数值模型。二维横向平均水动力和水质模型CE-QUAL-W2中的数值方案适用于称为W3的三维模型,以求解连续性,自由表面方程和动量的控制方程。为了在二维模型和三维模型的结果之间进行等效比较,两个模型均使用相同的气象数据,流动和温度的边界条件以及地表热交换算法运行。在模拟期间对储层水位和温度进行了校准。尽管3D模型的计算误差统计量比2D模型略高,但两个模型的数值预测与现场数据都具有很好的一致性。讨论了2D或3D模型更适合湖泊或水库的条件。

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