A 3-DIMENSIONAL MULTIPHASE FLOW MODEL FOR ASSESSING NAPL CONTAMINATION IN POROUS AND FRACTURED MEDIA .1. FORMULATION

被引:56
作者
HUYAKORN, PS
PANDAY, S
WU, YS
机构
[1] HydroGeoLogic, Inc., Herndon, VA 22070, Suite 900
基金
美国国家科学基金会;
关键词
D O I
10.1016/0169-7722(94)90048-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A three-dimensional, three-phase numerical model is presented for simulating the movement of non-aqueous-phase liquids (NAPL's) through porous and fractured media. The model is designed for practical application to a wide variety of contamination and remediation scenarios involving light or dense NAPL's in heterogeneous subsurface systems. The model formulation is first derived for three-phase flow of water, NAPL and air (or vapor) in porous media. The formulation is then extended to handle fractured systems using the dual-porosity and discrete-fracture modeling approaches The model accommodates a wide variety of boundary conditions, including withdrawal and injection well conditions which are treated rigorously using fully implicit schemes. The three-phase formulation collapses to its simpler forms when air-phase dynamics are neglected, capillary effects are neglected, or two-phase air-liquid, liquid-liquid systems with one or two active phases are considered. A Galerkin procedure with upstream weighting of fluid mobilities, storage matrix lumping, and fully implicit treatment of nonlinear coefficients and well conditions is used. A variety of nodal connectivity schemes leading to finite-difference, finite-element and hybrid spatial approximations in three dimensions are incorporated in the formulation. Selection of primary variables and evaluation of the terms of the Jacobian matrix for the Newton-Raphson linearized equations is discussed. The various nodal lattice options, and their significance to the computational time and memory requirements with regards to the block-Orthomin(C) solution scheme are noted. Aggressive time-stepping schemes and under-relaxation formulas implemented in the code further alleviate the computational burden.
引用
收藏
页码:109 / 130
页数:22
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