Soil moisture monitoring at the field scale using neutron probe

Author:

Kodikara J.1,Rajeev P.2,Chan D.1,Gallage C.3

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, Building 60, Clayton campus, Monash University, Clayton, VIC 3800, Australia.

2. Department of Civil and Construction Engineering, Swinburne University of Technology, Hawthorn, VIC 3122, Australia; formerly Department of Civil Engineering, Faculty of Engineering, Building 60, Clayton campus, Monash University, Clayton, VIC 3800, Australia.

3. School of Urban Development, Faculty Built Environment and Engineering, Queensland University of Technology (QUT - GP), 2 George Street, Brisbane, QLD 4001, Australia.

Abstract

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.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference37 articles.

1. Archicentre Ltd. 2000. Cracking in brickwork. Archicentre Ltd., Melbourne.

2. ASTM. 2011. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM standard D2487. American Society for Testing and Materials, West Conshohocken, Pa.

3. FIELD CALIBRATION AND USE OF THE NEUTRON MOISTURE METER ON SOME NIGERIAN SOILS

4. Analysis of soil and air temperatures by Fourier techniques

5. Measurement of Sorptivity and Soil Water Diffusivity in the Field

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