Measurement of hydraulic properties and mobile water content of a field soil

被引:34
作者
AnguloJaramillo, R
Gaudet, JP
Thony, JL
Vauclin, M
机构
[1] Lab. Etud. Transferts Hydrol. E., LTHE (CNRS URA 1512, UJF, INPG), 38041 Grenoble Cedex 9
关键词
D O I
10.2136/sssaj1996.03615995006000030004x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
The last years have seen the development of field methods that are capable of being applied to the direct measurement of simultaneous water and solute transport properties of soils. A tension disk infiltrometer was used to determine the ratio (f = theta(m)/theta) between mobile water content (theta(m)) and the total volumetric water content (theta) of a soil and to characterize the hydraulic properties. The soil is a heterogeneous stony soil of a cultivated plot, recently plowed. The hydraulic conductivity and the sorptivity were obtained using a new approach that considers the transient three-dimensional infiltration from a disk. The measurement of the mobile water content was performed by adding KCl tracer after prewetting the soil with water. Results show an important nonlinearity in both conductivity and sorptivity of the soil with applied pressure heads. The mobile water content ratio changes with the applied water pressure, and it was found to be a function of the effective mean pore size, lambda(m). Results show a transition from a capillary-dominated to a gravity-dominated flow. The soil water flow changes to a macroporosity flow when the water pressure head increases from - 100 to 0 mm, resulting in an abrupt increase in the mobile water content ratio from 0.11 to 0.37. The proposed f(lambda(m)) relationship is an 5-shaped analytical equation. It appears that for a given porous network topology, the mobile water content depends both on the dynamics of the water movement and on the connectivity of the porous network.
引用
收藏
页码:710 / 715
页数:6
相关论文
共 27 条
[1]   SIMPLE FIELD METHOD FOR DETERMINING UNSATURATED HYDRAULIC CONDUCTIVITY [J].
ANKENY, MD ;
AHMED, M ;
KASPAR, TC ;
HORTON, R .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1991, 55 (02) :467-470
[2]   MACROPORES AND WATER-FLOW IN SOILS [J].
BEVEN, K ;
GERMANN, P .
WATER RESOURCES RESEARCH, 1982, 18 (05) :1311-1325
[3]   FLOW PATTERNS DURING EXTENDED SATURATED FLOW IN 2, UNDISTURBED SWELLING CLAY SOILS WITH DIFFERENT MACROSTRUCTURES [J].
BOUMA, J ;
WOSTEN, JHM .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1979, 43 (01) :16-22
[4]   SIMULATION OF WATER AND CHEMICALS IN MACROPORE SOILS .1. REPRESENTATION OF THE EQUIVALENT MACROPORE INFLUENCE AND ITS EFFECT ON SOILWATER FLOW [J].
CHEN, C ;
WAGENET, RJ .
JOURNAL OF HYDROLOGY, 1992, 130 (1-4) :105-126
[5]   THE MEASURED MOBILE-WATER CONTENT OF AN UNSATURATED SOIL AS A FUNCTION OF HYDRAULIC REGIME [J].
CLOTHIER, BE ;
HENG, L ;
MAGESAN, GN ;
VOGELER, I .
AUSTRALIAN JOURNAL OF SOIL RESEARCH, 1995, 33 (03) :397-414
[6]   INSITU MEASUREMENT OF THE EFFECTIVE TRANSPORT VOLUME FOR SOLUTE MOVING THROUGH SOIL [J].
CLOTHIER, BE ;
KIRKHAM, MB ;
MCLEAN, JE .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1992, 56 (03) :733-736
[7]   DEAD-END PORE VOLUME AND DISPERSION IN POROUS MEDIA [J].
COATS, KH ;
SMITH, BD .
SOCIETY OF PETROLEUM ENGINEERS JOURNAL, 1964, 4 (01) :73-84
[8]   SOLUTE TRANSFER, WITH EXCHANGE BETWEEN MOBILE AND STAGNANT WATER, THROUGH UNSATURATED SAND [J].
GAUDET, JP ;
JEGAT, H ;
VACHAUD, G ;
WIERENGA, PJ .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1977, 41 (04) :665-671
[9]   3-DIMENSIONAL ANALYSIS OF INFILTRATION FROM THE DISC INFILTROMETER .2. PHYSICALLY-BASED INFILTRATION EQUATION [J].
HAVERKAMP, R ;
ROSS, PJ ;
SMETTEM, KRJ ;
PARLANGE, JY .
WATER RESOURCES RESEARCH, 1994, 30 (11) :2931-2935
[10]   FIELD METHOD FOR MEASURING MOBILE IMMOBILE WATER-CONTENT AND SOLUTE TRANSFER RATE COEFFICIENT [J].
JAYNES, DB ;
LOGSDON, SD ;
HORTON, R .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1995, 59 (02) :352-356