首页 | 官方网站   微博 | 高级检索  
     

横流中底部排污混合区的分析计算
引用本文:赵明登,郑邦民.横流中底部排污混合区的分析计算[J].武汉大学学报(工学版),1995(2).
作者姓名:赵明登  郑邦民
作者单位:武汉水利电力大学河流工程系
摘    要:采用K-ε紊流模型对环境水力学中目前研究尚少的横流中底部排污问题进行了数值模拟.用有限分析法给出了正常网格求解原参数的速度、压力迭代格式.静止环境中自由射流和横流中垂直射流的计算结果与实验资料吻合较好.本文首次对横流中不同射流动量比的垂直、倾斜和水平底部排污混合区进行了较全面地、系统地数值计算和分析,给出了不同工况的速度、浓度分布特性和经验公式.

关 键 词:紊动射流  有限分析法  横向流动  浮力效应

Calculation for Mixing Region of Bottom Jet in a Cross Flow
Zhao Mingdeng, Zheng Bangmin.Calculation for Mixing Region of Bottom Jet in a Cross Flow[J].Engineering Journal of Wuhan University,1995(2).
Authors:Zhao Mingdeng  Zheng Bangmin
Affiliation:Department of River Engneering
Abstract:The K-ε turbulent model is adopted to simulate the bottom drainage effluent in across flow, which is seldom studied in environment hydraulics. A new iteration method isgiven to solve the velocity and pressure of original parameters by using finite analytic methodin regular grid. The computational results of free jet in stationary environment and verticaljet in cross flow are in good agreement with the experimental data. The calculation andanalysis are also conducted for the mixing region of horizontal jet, inclined jet and vertical jetat the bottom of a cross flow and finally, the character and empirical formulas of velocity andconcentration distribution are presented.
Keywords:turbulence jets  finite analytic method  transverse flow  buoyancy effect  
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号