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连续变流量下蜗形滞流器的三维模拟
引用本文:李超,季健康,马光飞,李桃,章蕾. 连续变流量下蜗形滞流器的三维模拟[J]. 排灌机械工程学报, 2020, 38(8): 801-806. DOI: 10.3969/j.issn.1674-8530.18.0123
作者姓名:李超  季健康  马光飞  李桃  章蕾
作者单位:水利部产品质量标准研究所/水利部杭州机械设计研究所,浙江 杭州 310024;水利机械及其再制造技术浙江省工程实验室,浙江 杭州 310024;河海大学水利水电学院,江苏 南京 210098;水利部产品质量标准研究所/水利部杭州机械设计研究所,浙江 杭州 310024;水利机械及其再制造技术浙江省工程实验室,浙江 杭州 310024
基金项目:国家公益性行业科研专项;浙江省公益技术应用研究项目
摘    要:结合实际雨量的变化规律,以简化的芝加哥雨型作为蜗形滞流器的进口边界条件,对连续变流量工况下的蜗形滞流器进行了三维模拟,为进一步研究蜗形滞流器并推广应用提供理论基础与技术指导.研究结果表明,在流量逐渐增大再逐渐减小的条件下:蜗形滞流器外特性曲线的节流过渡段波动较大;在检查井及蜗形滞流器内均有旋涡产生;随着水位上升,蜗形滞流器内的空气被挤压并滞留在出水管道中形成空气带;蜗形滞流器的截面流速由壁面向中心呈现先增大再减小的变化趋势,其内部压力由壁面向中心逐渐减小,并在中心低流速区域产生负压区.蜗形滞流器的节流过程是一个过渡过程,在该过程中产生的低压空气带是发挥节流效果的关键因素,并且不同流量情况下的进口边界条件仅仅影响节流开始产生时的水位高度,对最终节流效率并没有明显影响.

关 键 词:蜗形滞流器  城市内涝  节流  三维数值模拟  连续变流量
收稿时间:2019-03-25

Three-dimensional numerical simulation in variable flow conditions of hydro-brake
LI Chao,JI Jiankang,MA Guangfei,LI Tao,ZHANG Lei. Three-dimensional numerical simulation in variable flow conditions of hydro-brake[J]. Journal of Drainage and Irrigation Machinery Engineering, 2020, 38(8): 801-806. DOI: 10.3969/j.issn.1674-8530.18.0123
Authors:LI Chao  JI Jiankang  MA Guangfei  LI Tao  ZHANG Lei
Affiliation:1. Standard & Quality Control Research Institute, Ministry of Water Resources/Hangzhou Mechanical Design Research Institute, Ministry of Water Resources, Hangzhou, Zhejiang 310024, China; 2. Water Machinery and Remanufacturing Technology Engineering Laboratory of Zhejiang Province, Hangzhou, Zhejiang 310024, China; 3. Hohai University Institute of Water Conservancy and Hydro-Electric Power, Nanjing, Jiangsu 210000, China
Abstract:Hydro-brake can be used in urban rainwater pipe network system and effectively improves urban waterlogging phenomenon as a new equipment of source control. But it has not been popularized in China. This study was simplified on the basis of Chicago rain pattern as the inlet boundary conditions of Hydro brake which is the most popular type of rain pattern, which can provide a theoretical basis and technical guidance for further research. The results show that in the condition that the flow rate increases and decreases gradually, the throttling transition section of external characteristic curve fluctua-tes greatly; the vortex was generated in the inspection wells and the hydro-brake, and it was gradually increased as time flows; as the water level rises, the air inside the hydro-brake was gradually detained in the outlet conduit and became air belt; the section velocity of the hydro-brake was stagnant and gradually formed a series of concentric circles, and the velocity showed increasing first and then decreasing from the wall to the center; the internal pressure also distributed in concentric circles with time which gradually decreased from the wall to the center, and the negative pressure region was gene-rated at the low velocity region. The results show that the throttling process is a transitional process. And the low-pressure air belt produced in the process is the key factor. The inlet boundary conditions under different flow conditions only affect the height of the water level at the beginning of the throttle, but have no obvious effect on the final throttle efficiency.
Keywords:hydro-brake  urban waterlog  flow control  three-dimensional numerical simulation  continuously variable flow  
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