首页    期刊浏览 2024年12月03日 星期二
登录注册

文章基本信息

  • 标题:Parallel Finite Element Model For Coupled Surface And Subsurface Flow In Hydrology: Province Of Santa Fe Basin, Absorbent
  • 本地全文:下载
  • 作者:Rodrigo R. Paz ; Mario Alberto Storti ; Sergio R. Idelshohn
  • 期刊名称:Mecánica Computacional
  • 印刷版ISSN:2591-3522
  • 出版年度:2003
  • 卷号:XXII
  • 期号:4
  • 页码:339-353
  • 出版社:CIMEC-INTEC-CONICET-UNL
  • 摘要:The large spread in length scales present in the hydrological problems (i.e.
    province of Santa Fe basin systems) requires a high degree of re nement in the nite
    element mesh and, then, requires very large computational resources. Also, in a 2D multiaquifer
    model, the number of unknowns per surface node is, at least, equal to the number
    of aquifers and aquitards. Moreover, if a pollutant transport model is used with the velocity
    eld results, then it is desirable to have several sub-layers inside the aquifer in order
    to recover the vertical gradient, which drives the transport of pollutant between aquifers.
    This increases the number of unknowns and, also, the band-width of the associated FEM
    matrix, so that the total computation time is roughly proportional to the square of the
    number of vertical layers and sub-layers. Due to this fact, it is expected to have a very
    high demand of CPU computation time, calling for parallel processing techniques.
    A large scale C++ parallel FEM module using a general advection-di usion PETSc-FEM
    code was written for hydrological problems. Several systems of aquifers/aquitards coupled
    with a net of surface streams can be solved. The streams can be modelled with the
    KWM (Kinematic Wave Model) approximation, 2D or 1D Saint-Venant model. There is
    mass exchange between streams and aquifers through a resistance coecient at the stream
    walls. Both Manning and Chezy friction models are available for the streams. Absorbent
    boundary conditions are implemented in order to avoid wave re
    ection for Saint-Venant
    models.
国家哲学社会科学文献中心版权所有