Soil moisture monitoring at the field scale using neutron probe

被引:45
|
作者
Kodikara, J. [1 ]
Rajeev, P. [1 ,2 ]
Chan, D. [1 ]
Gallage, C. [3 ]
机构
[1] Monash Univ, Dept Civil Engn, Fac Engn, Clayton, Vic 3800, Australia
[2] Swinburne Univ Technol, Dept Civil & Construct Engn, Hawthorn, Vic 3122, Australia
[3] Queensland Univ Technol QUT GP, Fac Built Environm & Engn, Sch Urban Dev, Brisbane, Qld 4001, Australia
基金
澳大利亚研究理事会;
关键词
soil moisture content; neutron probe; field calibration; expansive soil; Fourier analysis; moisture diffusivity; WATER-CONTENT; DIFFUSIVITY; SORPTIVITY; METER;
D O I
10.1139/cgj-2012-0113
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Measurement of the moisture variation in soils is required for geotechnical design and research because soil properties and behavior can vary as moisture content changes. The neutron probe, which was developed more than 40 years ago, is commonly used to monitor soil moisture variation in the field. This study reports a full-scale field monitoring of soil moisture using a neutron moisture probe for a period of more than 2 years in the Melbourne (Australia) region. On the basis of soil types available in the Melbourne region, 23 sites were chosen for moisture monitoring down to a depth of 1500 mm. The field calibration method was used to develop correlations relating the volumetric moisture content and neutron counts. Observed results showed that the deepest "wetting front" during the wet season was limited to the top 800 to 1000 mm of soil whilst the top soil layer down to about 550 mm responded almost immediately to the rainfall events. At greater depths (550 to 800 mm and below 800 mm), the moisture variations were relatively low and displayed predominantly periodic fluctuations. This periodic nature was captured with Fourier analysis to develop a cyclic moisture model on the basis of an analytical solution of a one-dimensional moisture flow equation for homogeneous soils. It is argued that the model developed can be used to predict the soil moisture variations as applicable to buried structures such as pipes.
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页码:332 / 345
页数:14
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