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Simulation Research on Plain 2-D Numerical Value of Submerged Spur Dike

机译:淹没型堤防普通二维数值仿真研究

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摘要

Starting from the 2-D hydrodynamic equation and according to the feature of sudden change of water depths of front and rear edge for submerged spur dike, put forward the "Grid Interface Water Depth Method" and research the mathematical model of 2-D water flow for submerged spur dike. A rectangular water tank is designed with length of 30m and width of 1.6m, on one side of which five submerged spur dikes are arranged with length of 0.40m, width of 0.05m, height of 0.06m, and spacing between spur dikes of 0.80m. Use the test data of water tank to verify the 2-D mathematical model of average depth surface. The results show that the mathematical model results basically coincide with the measured data, showing this kind of numerical computation method is feasible.
机译:从2-D流体动力学方程开始,根据淹没式喷射堤防前后边缘水深突然变化的特点,提出了“网格界面水深法”,研究了2-D水流的数学模型 用于浸没的刺激堤防。 矩形水箱设计,长度为30米,宽度为1.6米,在一侧,五个埋在浸没式浸渍器的一侧布置,长度为0.40米,宽度为0.05米,高度为0.06米,浇口堤坝之间的间距为0.80 m。 使用水箱的测试数据来验证平均深度表面的2-D数学模型。 结果表明,数学模型结果基本上与测量数据一致,显示这种数值计算方法是可行的。

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