SPH simulation of free surface flow over a sharp-crested weir

被引:70
|
作者
Ferrari, Angela [1 ,2 ]
机构
[1] Univ Stuttgart, Inst Aerodynam & Gasdynam, D-70569 Stuttgart, Germany
[2] Univ Trent, Dept Civil & Environm Engn, I-38100 Trento, Italy
关键词
Weir flow; Overtopping; Free surface; SPH method; Meshless particle scheme; SMOOTHED PARTICLE HYDRODYNAMICS;
D O I
10.1016/j.advwatres.2009.12.005
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
In this paper the numerical simulation of a free surface flow over a sharp-crested weir is presented. Since in this case the usual shallow water assumptions are not satisfied, we propose to solve the problem using the full weakly compressible Navier-Stokes equations with the Tait equation of state for water. The numerical method used consists of the new meshless Smooth Particle Hydrodynamics (SPH) formulation proposed by Ferrari et al. (2009) [8], that accurately tracks the free surface profile and provides monotone pressure fields. Thus, the unsteady evolution of the complex moving material interface (free surface) can been properly solved. The simulations involving about half a million of fluid particles have been run in parallel on two of the most powerful High Performance Computing (HPC) facilities in Europe. The validation of the results has been carried out analysing the pressure field and comparing the free surface profiles obtained with the SPH scheme with experimental measurements available in literature [18]. A very good quantitative agreement has been obtained. (C) 2009 Elsevier Ltd. All rights reserved
引用
收藏
页码:270 / 276
页数:7
相关论文
共 50 条
  • [21] The effect of sharp-crested weir shape on air entrainment
    Baylar, A
    Emiroglu, ME
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2002, 29 (03) : 375 - 383
  • [22] Velocity distribution and discharge calculation at a sharp-crested weir
    Tsung, Shun-Chung
    Lai, Jihn-Sung
    Young, Der-Liang
    PADDY AND WATER ENVIRONMENT, 2014, 12 (01) : 203 - 212
  • [23] Sharp-crested weir located at the end of a circular channel
    Vatankhah, Ali R.
    Khalili, Somayeh
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2017, 170 (06) : 287 - 297
  • [24] Rectangular sharp-crested weir calibration for low head and clinging flow regime
    Zhang, Xin
    Yuan, Linjuan
    Yan, Peng
    Li, Jiazhen
    He, Xiangli
    IRRIGATION SCIENCE, 2015, 33 (02) : 131 - 139
  • [25] Rectangular sharp-crested weir calibration for low head and clinging flow regime
    Xin Zhang
    Linjuan Yuan
    Peng Yan
    Jiazhen Li
    Xiangli He
    Irrigation Science, 2015, 33 : 131 - 139
  • [26] An empirical formula for the level drop in a sharp-crested weir
    Bukreev V.I.
    Van'kova E.V.
    Puchkin D.A.
    Power Technology and Engineering, 2002, 36 (6) : 331 - 333
  • [27] Velocity distribution and discharge calculation at a sharp-crested weir
    Shun-Chung Tsung
    Jihn-Sung Lai
    Der-Liang Young
    Paddy and Water Environment, 2014, 12 : 203 - 212
  • [28] Weir velocity formulation for sharp-crested rectangular weirs
    Gharahjeh, S.
    Aydin, I.
    Altan-Sakarya, A. B.
    FLOW MEASUREMENT AND INSTRUMENTATION, 2015, 41 : 50 - 56
  • [29] Investigating the bottom free surface nappe (ogee profile) across a sharp-crested weir caused by the flow in an asymmetrical approach channel
    van Vuuren, S. J.
    Coetzee, G. L.
    Roberts, C. P. R.
    JOURNAL OF THE SOUTH AFRICAN INSTITUTION OF CIVIL ENGINEERING, 2015, 57 (03) : 57 - 63
  • [30] Characteristics of Flow over Rectangular Sharp-Crested Side Weirs
    Bagheri, Sara
    Heidarpour, Manouchehr
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2012, 138 (06) : 541 - 547