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开闸式异重流前峰行进规律:数值求解

Head advancement of turbulent gravity current: numerical solution

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【作者】 陈国谦李行伟

【Author】 CHEN Guo qian 1, J H W LEE 2 (1. Centre for Environmental Sciences, Peking University, Beijing 100871; 2. Department of Civil Engineering, University of Hong Kong, Hong Kong)

【机构】 北京大学环境科学中心!北京100871香港大学土木系!香港

【摘要】 本文首次以数值方法求得开闸式异重流前峰行进规律。数值求解基于重正化群(RNG) k-ε湍流应力封闭模式 ,能合理反映异重流的过渡性局部湍流特征 ,结果与实验相符 ,表明开闸式湍动异重流的前峰行进有两个阶段 ,先是坍塌段 ,峰速不变 ,后是自相似段 ,峰速随时间以— 1/3次方规律递减。

【Abstract】 The head front location as the function of time for the turbulent gravity current of lock release type was firstly derived by CFD approach in this paper. The adopted Renormalization Group (RNG) k ε model for Reynolds stress closure proved to be seccessful in characterizing the time dependant current with transitional and highly localized turbulence. Consistent with well known experimental observations, the numerical results show that the gravity current passes through two phases, an initial slumping phase in which the current head advances steadily, and a second self similar phase in which the front velocity decreases in the form of negative third power of the time after release. [WT5HZ]

【基金】 霍英东青年教师基金资助项目;教育部年轻教师基金资助项目;教育部跨世纪人才基金资助项目
  • 【文献出处】 水动力学研究与进展(A辑) ,Journal of Hydrodynamics , 编辑部邮箱 ,2000年03期
  • 【分类号】O357.1
  • 【被引频次】6
  • 【下载频次】124
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