Effect of hysteresis on water flow in a sand column with a fluctuating capillary fringe

被引:82
作者
Lehmann, P [1 ]
Stauffer, F
Hinz, C
Dury, O
Fluhler, H
机构
[1] Swiss Fed Inst Technol, Swiss Fed Inst Technol, Inst Terr Ecol, CH-8952 Schlieren, Switzerland
[2] Swiss Fed Inst Technol, Inst Hydromech & Water Resources Management, CH-8093 Zurich, Switzerland
[3] Univ Gottingen, Inst Soil Sci & Forest Nutr, D-37077 Gottingen, Germany
关键词
Richards' equation; unsaturated zone; hysteresis; unsteady flow; numerical models;
D O I
10.1016/S0169-7722(98)00066-7
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The transport of water and solutes from the topsoil to groundwater is sensitive to the mixing regime near and within the capillary fringe. The capillary fringe is the transition zone between the saturated and unsaturated regions of the vadose zone. This study was conducted to describe variations of water content and matric potential in the presence of a capillary fringe. We used a sand column with a fluctuating water table to explore the dynamics of the phase distributions. A column 57 cm in length and 5.3 cm in diameter was packed with a sand mixture. The water pressure fluctuated at the bottom and forced the capillary fringe to move within the column. The column was installed on a balance for measuring the total water mass in it. Water content and potential were measured at different soil depths using TDR probes and tensiometers. The first series of experiments was conducted without irrigating. In a second series water was added to the surface at a constant rate by means of a sprinkling system. The variations of water content and matric potential were increasingly dampened and shifted in time with increasing distance from the capillary fringe. To describe the dynamics of water distribution it was necessary to account for hysteresis. Hysteresis dampened the water dynamics and caused a highly asymmetrical response of water content to the symmetrically oscillating lower boundary condition. The water dynamics were simulated with the computer code HYSTFLOW [Stauffer, F., 1996. Hysterestic unsaturated flow modelling. In: Proceedings of the Second International Conference on Hydroinformatics, Hydroinformatics '96, Zurich, Switzerland. Balkema, Rotterdam, pp. 589-595] which is based on Richards' equation, the Brooks and Corey hydraulic functions and a modified Mualem [Mualem, Y., 1984. A modified dependent-domain theory of hysteresis. Soil Sci. 137 (5), 283-291] hysteresis model. The water dynamics including the hysteretic behaviour were well described by the simulations. (C) 1998 Elsevier Science B.V. All rights reserved.
引用
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页码:81 / 100
页数:20
相关论文
共 33 条
[1]  
[Anonymous], P INT WORKSH IND MET
[2]   PORE-LEVEL MODELING OF WETTING [J].
BLUNT, MJ ;
SCHER, H .
PHYSICAL REVIEW E, 1995, 52 (06) :6387-6403
[3]   Multi-domain model for pore-size dependent transport of solutes in soils [J].
Durner, W ;
Fluhler, H .
GEODERMA, 1996, 70 (2-4) :281-297
[4]   Dependence of hydraulic and pneumatic characteristics of soils on a dissolved organic compound [J].
Dury, O ;
Fischer, U ;
Schulin, R .
JOURNAL OF CONTAMINANT HYDROLOGY, 1998, 33 (1-2) :39-57
[5]   THE DOMAIN MODEL OF HYSTERESIS .1. INDEPENDENT DOMAINS [J].
ENDERBY, JA .
TRANSACTIONS OF THE FARADAY SOCIETY, 1955, 51 (06) :835-848
[6]   Effect of water content on solute transport in a porous medium containing reactive micro-aggregates [J].
Fesch, C ;
Lehmann, P ;
Haderlein, SB ;
Hinz, C ;
Schwarzenbach, RP ;
Fluhler, H .
JOURNAL OF CONTAMINANT HYDROLOGY, 1998, 33 (1-2) :211-230
[8]  
Hillel D., 1980, FUNDAMENTALS SOIL PH
[9]   Analysis of unsaturated/saturated water flow near a fluctuating water table [J].
Hinz, C .
JOURNAL OF CONTAMINANT HYDROLOGY, 1998, 33 (1-2) :59-80
[10]   INFLUENCE OF HYSTERESIS EFFECT ON TRANSIENT FLOWS IN SATURATED-UNSATURATED POROUS-MEDIA [J].
HOA, NT ;
GAUDU, R ;
THIRRIOT, C .
WATER RESOURCES RESEARCH, 1977, 13 (06) :992-996