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Prediction Of Salinity Intrusion In Danshuei Estuarine System

机译:淡水河口系统盐度入侵的预测

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The main parameters that affect the flow conditions and intrusion of salt water in an estuary system are tides and the seasonal variation of water discharge. A laterally averaged two-dimensional numerical model called MIKE 11 XZ is used to simulate the hydrodynamics and salinity intrusion of Danshuei River estuarine system. This model can simulate hydrodynamics and water quality in estuaries, reservoirs and lakes. MIKE 11 XZ solves the Reynolds-averaged Navier-Stokes equations by using Abbott-lonescu finite difference scheme in a non-dimensional vertical σ-coordinate, vertical eddy diffusivity in the model can be determined by a constant value, a mixing length theory and a k or k - ε turbulence closure scheme with Richardson number correction. A series of comprehensive field data obtained from Danshuei estuarine system is used for evaluation, calibration and verification of the model. The friction coefficient was calibrated and verified using water surface elevation and velocity measurements, respectively. Then the vertical eddy diffusivity was calibrated and verified through comparison of salinity measurements in different layers of several stations. Reasonable agreement was obtained between the model results and the observed data using k - ε turbulence closure scheme. The model application was investigated with different discharges and the effect of discharge variation on salinity intrusion was determined. The results showed that the fresh water discharge is the main parameter that affects the salinity intrusion in this system. Finally, simple power equations are suggested to predict the salinity intrusion due to the fresh water discharge in different tributaries of the system.
机译:影响河口系统流量状况和盐水入侵的主要参数是潮汐和排水的季节变化。横向平均二维数值模型称为MIKE 11 XZ,用于模拟淡水河口系统的水动力和盐度入侵。该模型可以模拟河口,水库和湖泊的水动力和水质。 MIKE 11 XZ通过使用Abbott-lonescu有限差分方案在无量纲垂直σ坐标中求解雷诺平均Navier-Stokes方程,可以通过常数,混合长度理论和ak确定模型中的垂直涡流扩散率。或使用Richardson数校正的k-ε湍流闭合方案。从淡水河口系统获得的一系列综合现场数据用于模型的评估,校准和验证。分别使用水表面高度和速度测量值对摩擦系数进行了校准和验证。然后,通过比较几个站点不同层的盐度测量结果来校准和验证垂直涡流扩散率。使用k-ε湍流闭合方案在模型结果和观测数据之间获得了合理的一致性。研究了不同排放下的模型应用,并确定了排放变化对盐分侵入的影响。结果表明,淡水排放是影响该系统盐度入侵的主要参数。最后,提出了简单的功率方程来预测由于系统不同支流中的淡水排放而引起的盐度入侵。

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