Estimating hydraulic properties of rainfall-induced soil surface seats from infiltration experiments and X-ray bulk density measurements

被引:29
作者
Augeard, B.
Assouline, S.
Fonty, A.
Kao, C.
Vauclin, M.
机构
[1] UR Cemagref Hydrosyst & Bioprocedes, F-92163 Antony, France
[2] Agr Res Org, Volcani Ctr, Inst Soil Water & Environm Sci, IL-50250 Bet Dagan, Israel
[3] UJF, IRD, INPG, CNRS,LTHE,UMR 5564, F-38041 Grenoble 9, France
关键词
parameter estimation; Richards equation; seal hydraulic properties; seal bulk density;
D O I
10.1016/j.jhydrol.2007.04.018
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Soil and surface seat hydraulic properties were determined from simulated rainfall experiments by the inverse method applied to the Richards equation. Measurements used for the estimation include the soil water pressure head versus time at two distances from the soil surface, the transient infiltration rate at the soil surface and the drainage rates at the bottom of the soil profile. Seat properties were evaluated using a model that simulates changes in the seat bulk density with respect to time and space. Uncertainties, correlations and sensitivities of the soil and seat parameters were quantified to evaluate the accuracy of the model estimation and to compare the information content of each measurement type to parameter estimations. It appears that the uncertainties related to three seat parameter estimations, namely the parameter related to the dynamics of seat formation, the modelled seat thickness and the initial bulk density, were larger than 50% of the parameter values, because of the tow sensitivity of the model to them and their multiple correlations. In addition to seat hydraulic parameter estimation, bulk density profiles of the soil surface were measured after the rainfall simulations using the X-ray method. The exponential-decay shape assumed in the soil surface seat model was found to correctly reproduce the measured distribution of bulk density with depth. However, the measurements showed a less developed seat than that suggested by the bulk density profile estimated from rainfall experiments. Finally, bulk density measurements were used as given input parameters of the model. Setting the initial bulk density and its maximal. change over time at the measured values greatly decreased the seat parameter uncertainties. The method proposed could be used to improve the experimental design used to quantify the seat's hydraulic properties using inverse techniques. (c) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:12 / 26
页数:15
相关论文
共 63 条
[1]  
ABOUJAOUDE A, 1991, Soil Technology, V4, P1, DOI 10.1016/0933-3630(91)90036-M
[2]  
[Anonymous], 1998, METHODS GUIDELINES E
[3]  
[Anonymous], 1964, HYDRAULIC PROPERTIES
[4]   Modeling the relationship between soil bulk density and the hydraulic conductivity function [J].
Assouline, S. .
VADOSE ZONE JOURNAL, 2006, 5 (02) :697-705
[5]   Modeling the relationship between soil bulk density and the water retention curve [J].
Assouline, S. .
VADOSE ZONE JOURNAL, 2006, 5 (02) :554-563
[6]  
Assouline S, 2004, VADOSE ZONE J, V3, P570, DOI 10.2113/3.2.570
[7]   A conceptual model of the soil water retention curve [J].
Assouline, S ;
Tessier, D ;
Bruand, A .
WATER RESOURCES RESEARCH, 1998, 34 (02) :223-231
[8]   Modeling the dynamics of seal formation and its effect on infiltration as related to soil and rainfall characteristics [J].
Assouline, S ;
Mualem, Y .
WATER RESOURCES RESEARCH, 1997, 33 (07) :1527-1536
[9]  
AUGEARD B, 2007, IN PRESS SOIL SCI SO
[10]  
Bates D., 1988, NONLINEAR REGRESSION, DOI DOI 10.1002/9780470316757