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深溪沟与白沙河交汇区水流运动3维数值模拟
引用本文:高永胜,叶龙,王以逵,许泽星,王协康.深溪沟与白沙河交汇区水流运动3维数值模拟[J].四川大学学报(工程科学版),2020,52(2):78-85.
作者姓名:高永胜  叶龙  王以逵  许泽星  王协康
作者单位:浙江同济科技职业学院,浙江省水利河口研究院,四川大学水力学与山区河流开发保护国家重点实验室,四川大学水力学与山区河流开发保护国家重点实验室,四川大学水力学与山区河流开发保护国家重点实验室
基金项目:国家自然科学基金项目(41771543,51579163)
摘    要:河流交汇区干支来流的混掺作用,致使该区域水流结构呈现显著的三维特征。基于都江堰深溪沟与白沙河交汇河段的物理模型资料,利用三维数值模拟技术,探讨了深溪沟与白沙河交汇区的水流结构特性。结果表明:干流汇口处断面的水面线在入汇右侧出现突变,下游附近水面线呈现左岸高于右岸的趋势;支流流量越大,交汇区下游断面的流速就越大,水位就越低;无论支流是否来流,在交汇区入汇下游右岸附近都会形成不同范围的水流分离区,各流量组合条件的分离区顶端形状变化明显,且分离区的几何尺寸参数随水位高程的降低而减小。

关 键 词:河流交汇  物理模型  数值模拟  水流结构  分离区
收稿时间:2019/5/7 0:00:00
修稿时间:2019/10/2 0:00:00

3D Numerical Simulation of Flow Characteristics at Confluence Zone Between Shenxigou Stream and Baisha River
GAO Yongsheng,YE Long,WANG Yikui,XU Zexing and WANG Xiekang.3D Numerical Simulation of Flow Characteristics at Confluence Zone Between Shenxigou Stream and Baisha River[J].Journal of Sichuan University (Engineering Science Edition),2020,52(2):78-85.
Authors:GAO Yongsheng  YE Long  WANG Yikui  XU Zexing and WANG Xiekang
Affiliation:Zhejiang Tongji Vocational College of Sci. and Technol., Hangzhou 311231, China,Zhejiang Inst. of Hydraulics & Estuary, Hangzhou 310020, China,State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China,State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China and State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China
Abstract:The flow structure appears obvious three dimensional property resulted by flow interactions between main river and tributary river. The confluence of Shenxigou stream and Baisha river in Dujiangyan region has the complex terrain, and the confluence reaches have a strong three-dimensional characteristics. Numerical simulation of turbulent water and gas flow was calculated for the flow structure of main stream and tributary stream based on the physical model data. The results were showed that water line appeared mutations on the right side at the position of the confluence. The water surface of the right bank downstream presents higher than the ones of the Left bank Line. The larger tributaries flow, the larger flow velocity at the downstream of confluence zone, the lower the water level. The vicinity of the confluence section did not show significant secondary flow. While the left side of the river bend at downstream formed a secondary flow counterclockwise, accounting two-thirds of cross-section. The secondary flow had obvious impact on sediment motion of the river bed. Whether the tributary is confluent to main stream or not, a diverse range of separation zone would be formed near the right Bank downstream of the confluence. And top shape of the separation zone would change significantly. The size parameters of the separation zone would lower with the water level elevation increase.
Keywords:River confluence  physical model  numerical simulation  flow structure  Flow Separation Zone
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