首页 | 本学科首页   官方微博 | 高级检索  
     

枢纽船闸引航道口门区三维水流数值模拟应用研究*
引用本文:冯小香,李丹勋,张 明. 枢纽船闸引航道口门区三维水流数值模拟应用研究*[J]. 水运工程, 2012, 0(1): 122-126
作者姓名:冯小香  李丹勋  张 明
作者单位:1. 清华大学水沙科学与水利水电工程国家重点实验室,北京100084;交通运输部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津300456
2. 清华大学水沙科学与水利水电工程国家重点实验室,北京,100084
3. 交通运输部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津,300456
基金项目:西部交通建设科技项目(200832822460),湖南省交通科技项目(200734),中央级公益性科研院所基本科研业务费专项资金项目(20070203)
摘    要:基于平面曲线坐标系、垂向σ坐标系建立了三维水流数学模型。采用控制体积法离散基本方程、交错网格以避免压力的振荡、动水压力校正法进行数值求解。分别采用经典急弯河段水槽试验资料、土谷塘物理模型试验资料对模型进行了验证。验证结果表明,模型能较好地反映弯曲河段三维水流结构特征和船闸引航道口门区的通航水流条件,可为枢纽船闸工程的平面布置方案论证提供技术支撑。

关 键 词:三维  数学模型  船闸  口门区  通航

Application research on 3D flow numerical model in entrance area of ship lock approach channel
FENG Xiao-xiang,LI Dan-xun,ZHANG Ming. Application research on 3D flow numerical model in entrance area of ship lock approach channel[J]. Port & Waterway Engineering, 2012, 0(1): 122-126
Authors:FENG Xiao-xiang  LI Dan-xun  ZHANG Ming
Affiliation:1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China; 2. Tianjin Research Institute of Water Transport Engineering, Key Laboratory of Engineering Sediment of Ministry of Communications, Tianjin 300456, China
Abstract:Based on the generalized curvilinear coordinates system in plane and sigma coordinate system in vertical direction, a 3D flow numerical model is established. It adopts the control-volume formulation to disperse the basic equations. To avoid pressure oscillations, staggered grids are used. It uses the hydrodynamic pressure correction method to solve the equations. Then the model is validated respectively by the field data in classical sharp curve reach and in the Tugutang physical model. The results show that the proposed model can reasonably simulate 3D flow characteristics in the sharp curve reach, and flow condition in the entrance area of ship lock approach channel. It can be used to study and optimize the general layout scheme of hydro-junction.
Keywords:3D   numerical model   ship lock   entrance area   navigation
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水运工程》浏览原始摘要信息
点击此处可从《水运工程》下载全文
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