Experimental and numerical modeling of sidewall orifices

被引:3
作者
Cheng, Weiping [1 ]
Shen, Yongxin [1 ]
Xu, Gang [2 ]
机构
[1] Zhejiang Univ, Dept Hydraul Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Guangzhou Water Supply Co Ltd, Guangzhou 510600, Peoples R China
来源
SN APPLIED SCIENCES | 2020年 / 2卷 / 05期
关键词
Outflow; Orifice; Velocity; Pressure; Numerical model; Computational fluid dynamics (CFD); FLOW PATTERN; SIMULATION;
D O I
10.1007/s42452-020-2658-7
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The discharge coefficient of an orifice is important for the outflow through the orifice. While it cannot be quantified theoretically as the outflow through an orifice depends on a number of parameters such as the pipe pressure, the liquid velocity and the shape and the area of the orifice. In this study, experiments and computational fluid dynamics (CFD) simulations were performed to find out the factors influencing discharge coefficient and the corresponding mechanism. The CFD simulation is based on Navier-Stokes equations combined with RNG k - epsilon turbulence model. The results show that a negative exponential function could fit the relationship between orifice discharge coefficient, pipe pressure, and orifice area more accurately. The relationship between the discharge coefficient of the orifice and the velocity was linear. In general, the simulation results fit well with the experimental results, which indicates that CFD simulation could be used to study pipeline leakage.
引用
收藏
页数:20
相关论文
共 19 条
  • [1] Ardakanian Reza, 2003, PIP ENG CONSTR INT C
  • [2] Experimental and Numerical Investigations on the Effect of Rectangular Openings' Aspect Ratio on Outflow Discharge
    Astaraki, Abdolreza
    Hosseini, Mahmood
    Soroushian, Aram
    Ghazizadeh, Mohammadreza Jalili
    [J]. JOURNAL OF APPLIED AND COMPUTATIONAL MECHANICS, 2018, 4 (05): : 457 - 466
  • [3] Numerical modeling of flow pattern in dam spillway's guide wall. Case study: Balaroud dam, Iran
    Dehdar-Behbahani, Sadegh
    Parsaie, Abbas
    [J]. ALEXANDRIA ENGINEERING JOURNAL, 2016, 55 (01) : 467 - 473
  • [4] LEAKAGE REDUCTION BY EXCESS PRESSURE MINIMIZATION IN A WATER-SUPPLY NETWORK
    GERMANOPOULOS, G
    JOWITT, PW
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1989, 87 : 195 - 214
  • [5] Germanopoulos G., 1985, CIVIL ENG SYST, V2, P171, DOI DOI 10.1080/02630258508970401
  • [6] Goodwin S.J., 1980, The Results of the Experimental Programme on Leakage and Leakage Control
  • [7] CFD simulation and experimental validation of fluid flow in liquid distributors
    Heggemann, M.
    Hirschberg, S.
    Spiegel, L.
    Bachmann, C.
    [J]. CHEMICAL ENGINEERING RESEARCH & DESIGN, 2007, 85 (A1) : 59 - 64
  • [8] Hiki S., 1981, Jpn. Waterworks Assoc. J., V51, P50
  • [9] Hwang, 1998, J INFRASTRUCT SYST, V4, P118, DOI [10.1061/, DOI 10.1061/(ASCE)1076-0342(1998)4:3(118)]
  • [10] Jia H, 2008, STUDY LEAKAGE HYDRAU