Simulating Nitrate Leaching Profiles in a Highly Permeable Vadose Zone

被引:20
作者
Chesnaux, R. [1 ]
Allen, D. M. [1 ]
机构
[1] Simon Fraser Univ, Dept Earth Sci, Burnaby, BC V5A 1S6, Canada
关键词
Nitrate leaching; Vadose zone; Abbotsford-Sumas aquifer; Unsaturated flow; Infiltration front; Characteristic curves;
D O I
10.1007/s10666-007-9116-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An approach is developed to simulate leaching of a dissolved chemical constituent in the vadose zone of an aquifer. Specifically, nitrate loading at the water table for different water table depths, for a range of aquifer permeability values, and for different cases of heterogeneity of the aquifer, are considered. Models from the literature are first used to derive soil-water characteristic curves (water retention and hydraulic conductivity) from a grain size distribution curve for unsaturated conditions. Given infiltration from the surface, the initial conditions for the chemical concentration, and the water content profile, leaching of the chemical in the vadose zone is simulated as a function of both time and depth. The methodology is illustrated for a permeable aquifer. Simulations are undertaken using a finite element code for saturated and unsaturated flow. Different scenarios are simulated depending on the heterogeneity of the aquifer and the depth of the water table. Modeling results show that in the example case studied, nitrate concentration loading at the water table does not depend strongly on the position of the water table, but rather on the material properties of the aquifer. The contribution of this endeavor resides in the methodology which allows a prediction of nitrate leaching using only the grain size property of the aquifer. It allows practitioners to obtain a first assessment of leaching with limited data.
引用
收藏
页码:527 / 539
页数:13
相关论文
共 41 条
[1]  
American Society for Testing and Materials ASTM G32, 1998, ANN BOOK ASTM STAND
[2]   A PHYSICOEMPIRICAL MODEL TO PREDICT THE SOIL-MOISTURE CHARACTERISTIC FROM PARTICLE-SIZE DISTRIBUTION AND BULK-DENSITY DATA [J].
ARYA, LM ;
PARIS, JF .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1981, 45 (06) :1023-1030
[3]   A conceptual model of the soil water retention curve [J].
Assouline, S ;
Tessier, D ;
Bruand, A .
WATER RESOURCES RESEARCH, 1998, 34 (02) :223-231
[4]   A model to predict the water retention curve from basic geotechnical properties [J].
Aubertin, M ;
Mbonimpa, M ;
Bussière, BR ;
Chapuis, R .
CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (06) :1104-1122
[5]  
*BC MIN AGR FOOD, 2003, BERR PROD GUID COMM
[6]  
Brooks R.H., 1966, J IRRIG DRAIN DIV P, V92, P62
[7]  
BURDINE NT, 1953, T AM I MIN MET ENG, V198, P71
[8]   SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA [J].
CAMPBELL, GS .
SOIL SCIENCE, 1974, 117 (06) :311-314
[9]  
Chapuis RP, 2004, CAN GEOTECH J, V41, P787, DOI [10.1139/t04-022, 10.1139/T04-022]
[10]   THE PERMEABILITY OF POROUS MATERIALS [J].
CHILDS, EC ;
COLLISGEORGE, N .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1950, 201 (1066) :392-405