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This article in SSSAJ

  1. Vol. 56 No. 1, p. 320-323
     
    Received: Nov 7, 1990


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doi:10.2136/sssaj1992.03615995005600010052x

Methods for Analyzing Constant-Head Well Permeameter Data

  1. D. E. Elrick * and
  2. W. D. Reynolds
  1. Dep. of Land Resource Science, Univ. of Guelph, Guelph, ON, Canada N1G 2W1
    Land Resource Research Centre, Agriculture Canada, Ottawa, ON, Canada K1A 0C6.

Abstract

Abstract

The constant-head well permeameter has proven to be a useful and versatile instrument for determining the in situ hydraulic properties of soils in the unsaturated (vadose) zone. The flow measurements are obtained under conditions of saturated-unsaturated, three-dimensional flow in the unsaturated zone. As a consequence, the steady-state flow rate out of the permeameter is determined by both the field-saturated hydraulic conductivity (Kfs) and the matric flux potential (φm) of the unsaturated soil. Because both Kfs and φm contribute to the flow, calculation of these parameters from well permeameter data requires either the solution of two (or more) simultaneous equations, or reduction of the problem to one equation in one unknown if additional information is known or estimated. Use of the simultaneous-equations approach in heterogeneous soils can result in a high percentage of invalid (i.e., negative) Kfs and φm values. Negative results can be avoided and good estimates obtained, however, by using an independent measurement or site estimate of the ratio α* = Kfsm.

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