Journal Published Online: 16 May 2019
Volume 8, Issue 1

Evaluation of Infiltrometers and Permeameters for Measuring Hydraulic Conductivity

CODEN: ACEMF9

Abstract

Soil hydraulic conductivity is a mandatory input for determining water and solute transport through soils. There are several well-established infiltrometers and permeameters for measuring in situ hydraulic conductivity. Infiltrometers measure hydraulic conductivity based on water entry into an unsaturated soil at the soil-atmosphere boundary, whereas permeameters measure the flow of water from one point to another within the soil mass. This difference in measurement philosophy, along with the methods of analysis involved in the measurement, may result in varying estimates of in situ hydraulic conductivity. This study performs an evaluation among three infiltrometers (double ring infiltrometer [DRI] and two disc infiltrometers) and two permeameters (Guelph permeameter [GP] and laboratory permeameter) for measuring hydraulic conductivity. The primary objective of this study is to appraise the variability in the measurement of in situ hydraulic conductivity for identical field conditions using different infiltrometers and permeameters. The study indicated that all the permeameters and infiltrometers exhibited reasonably good repeatability in measurements. Unlike infiltrometers, the hydraulic conductivity determined from permeameters was found to exhibit similar values for two different seasons. Infiltrometers were found to be highly sensitive to alteration in the surface pore structure due to the soil-atmosphere interaction. The statistical evaluation indicated a negative bias of disc infiltrometers when compared with DRI, whereas the comparison of disc infiltrometers has shown a bias close to zero. The results of the GP closely compared with laboratory permeameter. Both the disc infiltrometers exhibited a negative bias and weak correlation with GP measurements. In the absence of parity between infiltrometer and permeameter, the former may be a better choice for including the effect of soil surface alteration on hydrological modeling, whereas the latter can be handy for modeling water redistribution within the soil mass.

Author Information

Ghosh, Biplab
Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam, India
Pekkat, Sreeja
Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam, India
Yamsani, Sudheer Kumar
Department of Civil Engineering, Vaagdevi College of Engineering Warangal, India
Pages: 14
Price: $25.00
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Stock #: ACEM20180056
ISSN: 2379-1357
DOI: 10.1520/ACEM20180056