On the primary variable switching technique for simulating unsaturated-saturated flows

被引:91
作者
Diersch, HJG
Perrochet, P
机构
[1] WASY, Inst Water Resources Planning & Syst Res, D-12526 Berlin, Germany
[2] Univ Neuchatel, Ctr Hydrogeol, CH-2000 Neuchatel, Switzerland
关键词
unsaturated-saturated flow; primary variable switching; Newton technique; finite elements; time stepping control; benchmarking; capillary barrier;
D O I
10.1016/S0309-1708(98)00057-8
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Primary variable switching appears as a promising numerical technique for variably saturated flows. While the standard pressure-based form of the Richards equation can suffer from poor mass balance accuracy, the mixed form with its improved conservative properties can possess convergence difficulties for dry initial conditions. On the other hand, variable switching can overcome most of the stated numerical problems. The paper deals with variable switching for finite elements in two and three dimensions. The technique is incorporated in both an adaptive error-controlled predictor-corrector one-step Newton (PCOSN) iteration strategy and a target-based full Newton (TBFN) iteration scheme. Both schemes provide different behaviors with respect to accuracy and solution effort. Additionally, a simplified upstream weighting technique is used. Compared with conventional approaches the primary variable switching technique represents a fast and robust strategy for unsaturated problems with dry initial conditions. The impact of the primary variable switching technique is studied over a wide range of mostly 2D and partly difficult-to-solve problems (infiltration, drainage, perched water table, capillary barrier), where comparable results are available. It is shown that the TBFN iteration is an effective but error-prone procedure. TBFN sacrifices temporal accuracy in favor of accelerated convergence if aggressive time step sizes are chosen. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:271 / 301
页数:31
相关论文
共 47 条
[1]  
ALLEN MB, 1985, METHODS PARTIAL DIFF, V3, P229
[2]  
[Anonymous], 140 US SAL LAB
[3]  
[Anonymous], 1992, 126 US SAL LAB
[4]  
Bear J., 1991, INTRO MODELING TRANS
[5]   AN IMPROVED TIME INTEGRATOR FOR FINITE-ELEMENT ANALYSIS [J].
BIXLER, NE .
COMMUNICATIONS IN APPLIED NUMERICAL METHODS, 1989, 5 (02) :69-78
[6]   A GENERAL MASS-CONSERVATIVE NUMERICAL-SOLUTION FOR THE UNSATURATED FLOW EQUATION [J].
CELIA, MA ;
BOULOUTAS, ET ;
ZARBA, RL .
WATER RESOURCES RESEARCH, 1990, 26 (07) :1483-1496
[7]  
Diersch H. J. G., 1998, INTERACTIVE GRAPHICS
[8]  
Diersch H-JG, 1998, MATH GEOLOGIE, V2, P17
[9]   FINITE-ELEMENT MODELING OF RECIRCULATING DENSITY-DRIVEN SALTWATER INTRUSION PROCESSES IN GROUNDWATER [J].
DIERSCH, HJ .
ADVANCES IN WATER RESOURCES, 1988, 11 (01) :25-43
[10]  
Diersch HJG, 1998, COMP MET WATER RES, V12, P207