TY - JOUR
T1 - Modeling of hydrological processes using unstructured and irregular grids
T2 - 2D groundwater application
AU - Dehotin, J.
AU - Vázquez, R. F.
AU - Braud, I.
AU - Debionne, S.
AU - Viallet, P.
PY - 2010/7/19
Y1 - 2010/7/19
N2 - To better handle landscape heterogeneities in distributed hydrological modeling, an earlier work proposed a discretization based on nested levels, which leads to fully unstructured modeling meshes. Upon such a discretization, traditional numerical solutions must be adapted, especially to describe lateral flow between the unstructured mesh elements. In this paper, we illustrated the feasibility of the numeric solution of the diffusion equation, representing groundwater flow, using unstructured meshes. Thus, a two-dimensional (2D) groundwater model (BOUSS2D), adapted to convex unstructured and irregular meshes was developed. It is based on the approximation of the 2D Boussinesq equation using numeric techniques suitable for nonorthogonal grids. The handling of vertical and horizontal aquifer heterogeneities is also addressed. The fluxes through the interfaces among joined mesh elements are estimated by the finite volume method and the gradient approximation method. Comparisons between the BOUSS2D predictions and analytical solutions or predictions from existing codes suggest the acceptable performance of the BOUSS2D model. These results therefore encourage the further development of hydrological models using unstructured meshes that are capable of better representing the landscape heterogeneities.
AB - To better handle landscape heterogeneities in distributed hydrological modeling, an earlier work proposed a discretization based on nested levels, which leads to fully unstructured modeling meshes. Upon such a discretization, traditional numerical solutions must be adapted, especially to describe lateral flow between the unstructured mesh elements. In this paper, we illustrated the feasibility of the numeric solution of the diffusion equation, representing groundwater flow, using unstructured meshes. Thus, a two-dimensional (2D) groundwater model (BOUSS2D), adapted to convex unstructured and irregular meshes was developed. It is based on the approximation of the 2D Boussinesq equation using numeric techniques suitable for nonorthogonal grids. The handling of vertical and horizontal aquifer heterogeneities is also addressed. The fluxes through the interfaces among joined mesh elements are estimated by the finite volume method and the gradient approximation method. Comparisons between the BOUSS2D predictions and analytical solutions or predictions from existing codes suggest the acceptable performance of the BOUSS2D model. These results therefore encourage the further development of hydrological models using unstructured meshes that are capable of better representing the landscape heterogeneities.
KW - Boussinesq equation
KW - Finite volume
KW - Flux approximation
KW - Gradient approximation
KW - Groundwater flow modeling
KW - Heterogeneity
KW - Hydrological processes
KW - Unstructured grid
UR - https://www.scopus.com/pages/publications/78651510171
U2 - 10.1061/(ASCE)HE.1943-5584.0000296
DO - 10.1061/(ASCE)HE.1943-5584.0000296
M3 - Artículo
AN - SCOPUS:78651510171
SN - 1084-0699
VL - 16
SP - 108
EP - 125
JO - Journal of Hydrologic Engineering
JF - Journal of Hydrologic Engineering
IS - 2
ER -