采用两相流混合模型,并选取RNG k-ε湍流模型封闭两相流时均方程,对梯型断面明渠非淹没式丁坝绕流水力特性进行了三维数值模拟。采用有限体积法离散计算区域,求解速度与压力耦合方程组时使用半隐式SIMPLE(Semi-Implicit Method for Pres...采用两相流混合模型,并选取RNG k-ε湍流模型封闭两相流时均方程,对梯型断面明渠非淹没式丁坝绕流水力特性进行了三维数值模拟。采用有限体积法离散计算区域,求解速度与压力耦合方程组时使用半隐式SIMPLE(Semi-Implicit Method for Pressure-Linked Equations)算法,模拟自由水面时采用了VOF(Volume of Fluid)法。对丁坝后不同的回流长度进行了分析比较,并将模拟结果与实测资料进行了对比验证,结果表明两者吻合较好,相对误差小于8%,说明该模型能够很好地模拟明渠丁坝绕流的水力特性分布规律。展开更多
采用两相流混合模型,并选取Realizable k-ε湍流模型封闭两相流时均方程,对梯型断面明渠淹没丁坝绕流水力特性进行三维数值模拟。速度与压力耦合方程组求解时使用半隐式SIMPLE(Semi-Implicit Method for Pressure-Linked Equations)算法...采用两相流混合模型,并选取Realizable k-ε湍流模型封闭两相流时均方程,对梯型断面明渠淹没丁坝绕流水力特性进行三维数值模拟。速度与压力耦合方程组求解时使用半隐式SIMPLE(Semi-Implicit Method for Pressure-Linked Equations)算法,模拟自由水面采用了VOF(Volume of Fluid)法。通过模拟得到了水面线、流速等水力参数的分布规律。模拟结果与实测资料的对比表明:两者吻合较好,VOF方法和Realizablek-ε模型的耦合求解能够很好地模拟明渠淹没丁坝绕流的水力特性,为丁坝的设计、布置与施工提供理论基础支持。展开更多
Groins are employed to prevent nearshore areas from erosion and to control the direction of flow. However, the groin structure and its associated flow characteristics are the main causes of local erosion. In this stud...Groins are employed to prevent nearshore areas from erosion and to control the direction of flow. However, the groin structure and its associated flow characteristics are the main causes of local erosion. In this study, we investigate the flow patterns around refractive and right-angle groins. In particular, we analytically compare the flow characteristics around a refractive groin and study the degree of accuracy that can be achieved by using a right-angle groin of various projected lengths. To compare the flow characteristics, we replaced the right-angle groin with an approximation of a refractive groin. This replacement had the least effect on the maximum velocity of flow in the channel. Moreover, we investigated the distribution of the density variables of temperature and salinity, and their effects on the flow characteristics around the right-angle groin. A comparison of the flow analysis results in baroclinic and barotropic conditions reveals that the flow characteristic values are very similar for both the refractive and right-angle groins. The geometry of the groin, i.e., right-angle or refractive, has little effect on the maximum speed to relative average speed. Apart from the angular separation, the arm length of the groin in downstream refractive groins has less effect on other flow characteristics than do upstream refractive groins. We also correlated a number of non-dimensional variables with respect to various flow characteristics and groin geometry. These comparisons indicate that the correlation between the thalweg height and width of the channel and groin arm＇s length to projection length have been approximated using linear and nonlinear formulas regardless of inner velocity in the subcritical flow.展开更多
文摘采用两相流混合模型,并选取RNG k-ε湍流模型封闭两相流时均方程,对梯型断面明渠非淹没式丁坝绕流水力特性进行了三维数值模拟。采用有限体积法离散计算区域,求解速度与压力耦合方程组时使用半隐式SIMPLE(Semi-Implicit Method for Pressure-Linked Equations)算法,模拟自由水面时采用了VOF(Volume of Fluid)法。对丁坝后不同的回流长度进行了分析比较,并将模拟结果与实测资料进行了对比验证,结果表明两者吻合较好,相对误差小于8%,说明该模型能够很好地模拟明渠丁坝绕流的水力特性分布规律。
文摘采用两相流混合模型,并选取Realizable k-ε湍流模型封闭两相流时均方程,对梯型断面明渠淹没丁坝绕流水力特性进行三维数值模拟。速度与压力耦合方程组求解时使用半隐式SIMPLE(Semi-Implicit Method for Pressure-Linked Equations)算法,模拟自由水面采用了VOF(Volume of Fluid)法。通过模拟得到了水面线、流速等水力参数的分布规律。模拟结果与实测资料的对比表明:两者吻合较好,VOF方法和Realizablek-ε模型的耦合求解能够很好地模拟明渠淹没丁坝绕流的水力特性,为丁坝的设计、布置与施工提供理论基础支持。
文摘为了解决实际河道中丁坝附近的冲刷和淤积问题,必须探明其水力特性的分布规律.采用气液两相流混合模型结合大涡模型(Large Eddy Simulation)对不同平行导流墙长度下L头丁坝绕流三维水力特性进行数值模拟研究.采用有限体积法离散计算区域,速度与压力耦合方程组求解时使用半隐式SIMPLE(Semi-Implicit Method for Pressure-Linked Equations)算法,模拟自由水面采用了VOF(Volume of Fluid)法.对不同平行导流墙长度下丁坝附近回流区域和涡量分布"云图"进行分析比较,得出当平行导流墙长度与丁坝坝轴线长度相等时对丁坝后漩涡的限制效果最好;平行导流墙长度对水槽中水流流速的影响很小,可以忽略.在河道中合理布设L头丁坝可以减小漩涡回流区范围,但对主流区流速的影响很小.
文摘Groins are employed to prevent nearshore areas from erosion and to control the direction of flow. However, the groin structure and its associated flow characteristics are the main causes of local erosion. In this study, we investigate the flow patterns around refractive and right-angle groins. In particular, we analytically compare the flow characteristics around a refractive groin and study the degree of accuracy that can be achieved by using a right-angle groin of various projected lengths. To compare the flow characteristics, we replaced the right-angle groin with an approximation of a refractive groin. This replacement had the least effect on the maximum velocity of flow in the channel. Moreover, we investigated the distribution of the density variables of temperature and salinity, and their effects on the flow characteristics around the right-angle groin. A comparison of the flow analysis results in baroclinic and barotropic conditions reveals that the flow characteristic values are very similar for both the refractive and right-angle groins. The geometry of the groin, i.e., right-angle or refractive, has little effect on the maximum speed to relative average speed. Apart from the angular separation, the arm length of the groin in downstream refractive groins has less effect on other flow characteristics than do upstream refractive groins. We also correlated a number of non-dimensional variables with respect to various flow characteristics and groin geometry. These comparisons indicate that the correlation between the thalweg height and width of the channel and groin arm＇s length to projection length have been approximated using linear and nonlinear formulas regardless of inner velocity in the subcritical flow.
