基于HLLC近似Riemann求解器的天然河道水流运动模拟
Simulation of Natural River Flow Based on HLLC Approximate Riemann Solver
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摘要: 天然河道断面几何形状快速变化条件下的一维复杂水流运动高精度数值模拟仍面临较大困难。基于Godunov格式,提出了基于守恒型圣维南方程的HLLC近似Riemann求解器的通量计算方法,将该求解器由浅水方程拓展至守恒型圣维南方程;提出了针对天然河道复杂断面几何形状下的变量空间重构方法:依据过流断面面积和静力矩等效原则将河道断面概化成矩形,通过线性插值构造单元界面处断面几何形状,根据水位重构结果计算界面两侧过流断面面积和静力矩的重构值,保证计算格式守恒。实例研究表明,天然河道断面几何形状快速变化条件下,该方法的计算结果与实测值吻合良好,同时对于混合水流运动具有较高模拟精度。研究成果为天然河道水动力及环境水力学高精度数值模拟提供了新的方法。Abstract: High precision numerical simulation of one-dimensional complex flow in natural rivers is still faced with great difficulties under the condition of rapid change of cross-section geometry. Based on the Godunov Scheme,a flux calculation method for HLLC approximate Riemann Solver based on the conservation type Saint Venant Equation is proposed. The solver is extended from the shallow water equation to the conservative Saint Venant Equation. A variable space reconstruction method for natural rivers with complex cross-section geometry is proposed. According to the equivalent principle of flow section area and static moment,the cross-section is generalized into a rectangle. The cross-section geometry at the interface of the element is constructed by linear interpolation. According to the reconstruction results of water level,the reconstruction values of flow section area and static moment on both sides of the interface are calculated. The conservation of calculation format is guaranteed. The case study shows that under the condition of rapid change of cross-section geometry of natural rivers,the calculation results of the proposed method are in good agreement with the measured values,and it has high simulation accuracy for mixed flow.The research results provide a new method for the high precision numerical simulation of natural river hydrodynamics and environmental hydraulics.
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