HYSTERESIS AND STATE-DEPENDENT ANISOTROPY IN MODELING UNSATURATED HILLSLOPE HYDROLOGIC PROCESSES

被引:84
作者
MCCORD, JT
STEPHENS, DB
WILSON, JL
机构
[1] WASHINGTON STATE UNIV,DEPT GEOL,PULLMAN,WA 99164
[2] NEW MEXICO INST MIN & TECHNOL,DEPT GEOSCI,SOCORRO,NM 87801
[3] WASHINGTON STATE UNIV,DEPT CIVIL ENGN,PULLMAN,WA 99164
关键词
D O I
10.1029/91WR00880
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper describes a series of soil water tracer experiments and approaches taken to numerically model the flow and transport behavior observed in the field experiments. These experimental and numerical results strongly suggest that current widely held views and commonly applied modeling approaches are flawed in many cases for unsaturated flow, and provide strong supporting evidence for a variable, state-dependent anisotropy in the hydraulic conductivity of an unsaturated medium. This phenomenon has been previously postulated in a number of independent theoretical and experimental investigations. In general, the previous studies identify layered heterogeneity as a primary cause of the macroscopic anisotropy. In addition, we show how hysteresis in the soil moisture characteristics (theta-psi relationship) can cause a texturally homogeneous porous media profile to behave anisotropically under transient unsaturated conditions. Recognizing that both of these factors (layered heterogeneity and capillary hysteresis) contribute the anisotropic behavior observed in the tracer experiments, we attempt to quantify the relative magnitude of their contributions in a numerical modeling investigation. For the numerical modeling study we use a finite element flow and transport code, and introduce a simple procedure for incorporating variable anisotropy into a predictive numerical model. To determine the relative magnitude of textural heterogeneity and capillary hysteresis as causes of the observed macroscopic anisotropy, we employ a diagnostic modeling approach. The results of the diagnostic modeling study indicate that textural heterogeneity is by far the most important contributor to the variable macroscopic anisotropy observed at the field site. The diagnostic simulations further show that the variable anisotropy approach is well suited to modeling field-scale problems. Subsequently, a sensitivity analysis was performed to determine how climate, geologic and topographic structure, and media lithology affect flow and transport behavior when soils were specified to have a variable macroscopic anisotropy. The results of this study clearly indicate that variable state-dependent anisotropy is a real and significant process at the field site and that modeling with consideration of variable anisotropy strongly affects model predictions.
引用
收藏
页码:1501 / 1518
页数:18
相关论文
共 41 条
[1]   STOCHASTIC-ANALYSIS OF ONE-DIMENSIONAL STEADY-STATE UNSATURATED FLOW - A COMPARISON OF MONTE-CARLO AND PERTURBATION-METHODS [J].
ANDERSSON, J ;
SHAPIRO, AM .
WATER RESOURCES RESEARCH, 1983, 19 (01) :121-133
[2]  
BEAR J, 1987, TRANSPORT POROUS MED, V2, P301, DOI 10.1007/BF00165786
[3]   A 3-DIMENSIONAL FINITE-ELEMENT MODEL FOR SIMULATING WATER-FLOW IN VARIABLY SATURATED POROUS-MEDIA [J].
BEAR, J ;
BRAESTER, C .
WATER RESOURCES RESEARCH, 1987, 23 (08) :1705-1706
[4]  
Bouwer H., 1969, J IRRIG DRAIN ENG, V95, P451
[5]   STATISTICAL AND STOCHASTIC ANALYSES OF HYDRAULIC CONDUCTIVITY AND PARTICLE-SIZE IN A FLUVIAL SAND [J].
BYERS, E ;
STEPHENS, DB .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1983, 47 (06) :1072-1081
[6]   UNSATURATED FLOW IN SPATIALLY-VARIABLE FIELDS .1. DERIVATION OF MODELS OF INFILTRATION AND REDISTRIBUTION [J].
DAGAN, G ;
BRESLER, E .
WATER RESOURCES RESEARCH, 1983, 19 (02) :413-420
[7]  
Gelhar L.W., 1985, EA4190 EL POW RES I
[8]   A NUMERIC METHOD FOR ESTIMATING INFILTRATION, REDISTRIBUTION, DRAINAGE, AND EVAPORATION OF WATER FROM SOIL [J].
HANKS, RJ ;
KLUTE, A ;
BRESLER, E .
WATER RESOURCES RESEARCH, 1969, 5 (05) :1064-&
[9]   TWO-DIMENSIONAL STEADY-STATE UNSATURATED WATER-FLOW IN HETEROGENEOUS SOILS WITH AUTO-CORRELATED SOIL HYDRAULIC-PROPERTIES [J].
HOPMANS, JW ;
SCHUKKING, H ;
TORFS, PJJF .
WATER RESOURCES RESEARCH, 1988, 24 (12) :2005-2017
[10]   TECHNIQUES FOR MAKING FINITE-ELEMENTS COMPETITIVE IN MODELING FLOW IN VARIABLY SATURATED POROUS-MEDIA [J].
HUYAKORN, PS ;
THOMAS, SD ;
THOMPSON, BM .
WATER RESOURCES RESEARCH, 1984, 20 (08) :1099-1115