A modification of the constant-head permeameter to measure saturated hydraulic conductivity of highly permeable media

Jelmer J. Nijp*, Klaas Metselaar, Juul Limpens, Harm P.A. Gooren, Sjoerd E.A.T.M. van der Zee

*Corresponding author for this work

Research output: Contribution to journalArticleAcademicpeer-review

4 Citations (Scopus)

Abstract

The saturated hydraulic conductivity (Ks) is a key characteristic of porous media, describing the rate of water flow through saturated porous media. It is an indispensable parameter in a broad range of simulation models that quantify saturated and/or unsaturated water flow. The constant-head permeameter test is a common laboratory method to determine Ks on undisturbed soil samples collected from the field. In this paper we show that the application of this conventional method may result in a biased Ks in the case of highly permeable media, such as the top layer of Sphagnum peat and gravel. Tubes in the conventional permeameter, that collect water under the sample, introduce a hydraulic head-dependent resistance for highly permeable media and result in an underestimation of Ks. We present a simple and low-budget alternative of the constant-head permeameter test that overcomes the disadvantages of conventional permeameters. The new method was successfully tested on intact highly permeable peatmoss collected from a northern peatland. • Conventional constant-head permeameters underestimate Ks of highly permeable media due to flow resistance in tubing systems• We developed the low-resistance permeameter to overcome this disadvantage.• Testing of the low-resistance permeameter demonstrated no systematic bias and successful application for highly permeable media.
Original languageEnglish
Pages (from-to)134-142
JournalMethodsX
Volume4
DOIs
Publication statusPublished - 2017

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Keywords

  • Compression
  • Laboratory method
  • Low-resistance permeameter
  • Peat
  • Permeability
  • Reynolds number
  • Soil physics
  • Sphagnum

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