查智力;刘超;严天序;黄佳卫;
Zha Zhili;Liu Chao;Yan Tianxu;Huang Jiawei;School of Hydraulic,Energy and Power Engineering,Yangzhou University;

• 1:扬州大学水利与能源动力工程学院

摘要(Abstract)：

井筒式泵装置的双泵模型与单泵模型相比,能提供更大的抽排能力,在平时的运行或者维护中,2台泵可交替使用,可靠性较高。通过CFD软件对2种不同进水方向的井筒式泵装置双泵模型内部流动进行数值模拟,获得了泵装置内部三维流动特性,并预测了泵装置的性能。计算结果表明正向进水比侧向进水性能更好。通过分析速度云图和流线图,发现侧向进水时水流在整体上有顺时针旋转的态势,2台泵的进水状态有较大的区别。从喇叭管进口断面涡量云图中可以得到,涡量较高的区域主要是喇叭管下方,2个喇叭管下环形区域的涡量是由内到外逐渐增大,到超过喇叭管的范围外,又逐渐减小到0,而正向进水的环内一对漩涡以及侧向进水的环内单个漩涡,由外到内涡量逐渐增大。
The double-pump model of the wellbore pump unit can provide greater drainage capacity compared to the single-pump model. In the usual operation or maintenance,the two pumps can be used alternately with higher reliability.By numerical simulation of the internal flow of the double-pump model of wellbore pump unit with two different inlet directions using CFD software,the three-dimensional flow characteristics of the pump unit were obtained,and the performance of the pump unit was predicted. The calculation results show that the forward inflow performance was better than the lateral inflow performance. By analyzing the speed cloud diagram and the streamline diagram,it was found that the water flow for lateral inflow presents a tendency of clockwise rotation as a whole,and there was a greater difference between the inflow states of the two pumps. From the vorticity cloud diagram of inlet section of the flare pipe,the area with higher vorticity is mainly under the flare pipe. The vorticity in the annular area under the two flare pipes gradually increased from the inside to the outside,then,it gradually decreased to 0 beyond the range of the flare pipe,while for the pair of vortexes in the forward inflow annulus and the single vortex in the lateral inflow annulus,their vorticity gradually increased from the outside to the inside.

关键词(KeyWords)： 井筒式泵装置;双泵模型;进水方向;水力特性;涡量
wellbore pump unit;double-pump model;inflow direction;hydraulic performance;vorticity

Abstract:

Keywords:

基金项目(Foundation): “十二五”国家科技支撑计划资助项目(2015BAD20B01);; 国家自然科学基金项目(51279173);; 江苏省高校优势学科建设工程资助项目(PAPD);; 江苏省水利科技项目(2017031)

作者(Authors): 查智力;刘超;严天序;黄佳卫;
Zha Zhili;Liu Chao;Yan Tianxu;Huang Jiawei;School of Hydraulic,Energy and Power Engineering,Yangzhou University;

参考文献(References)：

• [1]刘昌明.维护良性水循环的城镇化LID模式-海绵城市规划方法与技术初步探讨[J].自然资源学报,2016,31(5):719-731.
• [2]张建云.海绵城市建设有关问题讨论[J].水科学进展,2016,27(6):793-799.
• [3]刘超.水泵及水泵站[M].北京:中国水利水电出版社,2009:177.
• [4]孟祥岩.一体化预制泵站的应用[J].给水排水动态,2014(2).
• [5]Levey,Tom,Jeffus,et al.Prefabricated pumping systems:sizing up the possibilities[J].Water Engineering and Management,2003,150(2):23-25.
• [6]朱寅春.一体化预制泵站在二次供水工程中的应用探讨[J].中国给水排水,2017,33(24):17-20.
• [7]孟凡有.一体化预制泵站的选型设计[J].通用机械,2017(8):71-73.
• [8]王默.一体化泵站水力性能CFD研究[M].扬州:扬州大学,2016.
• [9]冯俊豪.一体化泵站泵坑设计及流动数值分析[J].中国给水排水,2016,32(21):108-110.
• [10]王芃也,刘超,徐磊,等.基于全模拟的水泵装置模型虹吸出水流道水力特性分析[J].南水北调与水利科技,2016,14(6):128-134.
• [11]刘超,成立,汤方平,等.水泵站开敞进水池三维紊流数值模拟[J].农业机械学报,2002,33(6):53-55.
• [12]杨帆.带可调进口导叶轴流泵装置水力性能数值分析[J].农业机械学报,2014,45(5):51-58.
• [13]杨帆.轴流泵装置运行工况对肘形进水流道水力性能的影响[J].农业机械学报,2016,47(2):15-21.
• [14]Shi Weidong,Zhang Desheng,Guan Xingfan,et al.Numerical and experimental investigation of highefficiency axial-flow pump[J].Chinese Journal of Mechanical Engineering,2010,23(1):38-44.
• [15]Zhan Jiemin,Wang Bencheng,Yu Linghui. Numerical investigation of flow patterns in different pump intake systems[J].Journal of Hydrodynamics,Ser.B,2012,24(6):873-882.
• [16]王玉川,谭磊,曹树良,等.离心泵叶轮区瞬态流动及压力脉动特性[J].机械工程学报,2014,50(10):163-169.
• [17]成立.泵站水流运动特性及水力性能数值模拟研究[D].南京:河海大学,2006.
• [18]肖惠民.基于计算流体动力学的水轮机及水电站尾水系统数值研究[D].武汉:武汉大学,2005.
• [19]Rodi W.Turbulence models and their application in hydraulics experimental and mathematical fluid dynamics[M].Delft:IAHR Section on Fundamentals of DivisionⅡ,1980:44-46.
• [20]杨帆.低扬程泵装置水动力特性及多目标优化关键技术研究[D].扬州:扬州大学,2013.
• [21]谢龙汉,赵新宇. ANSYS CFX流体分析及仿真(第二版)[M].北京:电子工业出版社,2013.
• [22]查智力,刘超,严天序.等.井筒式泵装置水力特性数值模拟[J].南水北调与水利科技,2018,16(2):189-195.