Three-dimensional computational fluid dynamics simulation of valve-induced water hammer

被引:20
作者
Yang, Shuai [1 ,2 ,3 ]
Wu, Dazhuan [1 ,2 ,3 ]
Lai, Zhounian [1 ,2 ,3 ]
Du, Tao [1 ,2 ,3 ]
机构
[1] Zhejiang Univ, Inst Proc Equipment, 38 Zheda Rd, Hangzhou 310027, Zhejiang, Peoples R China
[2] Zhejiang Univ, Coll Chem & Biol Engn, Hangzhou, Zhejiang, Peoples R China
[3] State Key Lab Fluid Power & Mechatron Syst, Hangzhou, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Water hammer; method of characteristics; computational fluid dynamics; user-defined functions; transient analysis; UNSTEADY FRICTION MODELS; TRANSIENT FLOW; PIPE-FLOW; SYSTEMATIC EVALUATION; SIMPLE PIPELINES;
D O I
10.1177/0954406216631780
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this study, three-dimensional computational fluid dynamics simulation was adopted to evaluate the valve-induced water hammer phenomena in a typical tank-pipeline-valve-tank system. Meanwhile, one-dimensional analysis based on method of characteristics was also used for comparison and reference. As for the computational fluid dynamics model, the water hammer event was successfully simulated by using the sliding mesh technology and considering water compressibility. The key factors affecting simulation results were investigated in detail. It is found that the size of time step has an obvious effect on the attenuation of the wave and there exists a best time step. The obtained simulation results have a good agreement with the experimental data, which shows an unquestionable advantage over the method of characteristics calculation in predicting valve-induced water hammer. In addition, the computational fluid dynamics simulation can also provide a visualization of the pressure and flow evolutions during the transient process.
引用
收藏
页码:2263 / 2274
页数:12
相关论文
共 27 条
[1]  
Ashgriz N, 2002, FLUID FLOW HDB, P3
[2]   EFFECT OF VALVE-CLOSURE SCHEDULE ON WATER-HAMMER [J].
AZOURY, PH ;
BAASIRI, M ;
NAJM, H .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1986, 112 (10) :890-903
[3]   Developments in unsteady pipe flow friction modelling [J].
Bergant, A ;
Simpson, AR ;
Vítkovsky, J .
JOURNAL OF HYDRAULIC RESEARCH, 2001, 39 (03) :249-257
[4]   Velocity profiles and unsteady pipe friction in transient flow [J].
Brunone, B ;
Karney, BW ;
Mecarelli, M ;
Ferrante, M .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2000, 126 (04) :236-244
[5]   Decay of pressure and energy dissipation in laminar transient flow [J].
Brunone, B ;
Ferrante, M ;
Cacciamani, M .
JOURNAL OF FLUIDS ENGINEERING-TRANSACTIONS OF THE ASME, 2004, 126 (06) :928-934
[6]   EFFECTS OF 2-DIMENSIONALITY ON PIPE TRANSIENTS MODELING [J].
BRUNONE, B ;
GOLIA, UM ;
GRECO, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (12) :906-912
[7]   Systematic evaluation of one-dimensional unsteady friction models in simple pipelines - Discussion [J].
Brunone, Bruno ;
Golia, Umberto M. .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2008, 134 (02) :282-284
[8]   Wall Shear Stress in Transient Turbulent Pipe Flow by Local Velocity Measurement [J].
Brunone, Bruno ;
Berni, Alessandro .
JOURNAL OF HYDRAULIC ENGINEERING, 2010, 136 (10) :716-726
[9]   Relevance of Unsteady Friction to Pipe Size and Length in Pipe Fluid Transients [J].
Duan, H. -F. ;
Ghidaoui, M. S. ;
Lee, P. J. ;
Tung, Y. K. .
JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (02) :154-166
[10]   An improved near-wall treatment for turbulent channel flows [J].
El Gharbi, Najla ;
Absi, Rafik ;
Benzaoui, Ahmed ;
Bennacer, Rachid .
INTERNATIONAL JOURNAL OF COMPUTATIONAL FLUID DYNAMICS, 2011, 25 (01) :41-46