Extension of the Gardner exponential equation to represent the hydraulic conductivity curve
Author:
Ottoni Filho Theophilo B.1, Lopes Alvarez Marlon G.2, Ottoni Marta V.3, Amorim Arthur Bernardo Barbosa Dib1
Affiliation:
1. Department of Water Resources and Environment, Politechnical School , Federal Univ. of Rio de Janeiro (CT/UFRJ) , Ilha do Fundão, Rio de Janeiro , RJ, Brazil . CEP: 21941-909 2. State Environmental Institute (INEA) , Av. Venezuela 110, Saúde, Rio de Janeiro , RJ, Brazil . CEP: 20081-312. 3. Department of Hydrology, Geological Survey of Brazil (CPRM) , Av. Pasteur, 404, Urca, Rio de Janeiro , RJ, Brazil . CEP: 22290-240
Abstract
Abstract
The relative hydraulic conductivity curve K
r
(h) = K/K
s
is a key variable in soil modeling. This study proposes a model to represent K
r
(h), the so-called Gardner dual (GD) model, which extends the classical Gardner exponential model to h values greater than h
o, the suction value at the inflection point of the K
r
(h) curve in the log-log scale. The goodness of fit of GD using experimental data from UNSODA was compared to that of the MVG [two-parameter (K
ro
, L) Mualem-van Genuchten] model and a corresponding modified MVG model (MVGm). In 77 soils without evidence of macropore flow, GD reduced the RMSE errors by 64% (0.525 to 0.191) and 29% (0.269 to 0.193) in relation to MVG and MVGm, respectively. In the remaining 76 soils, GD generally was less accurate than MVG and MVGm, since most of these soils presented evidence of macropore flow (dual permeability). GD has three parameters and two degrees of freedom, like MVG. Two of them allow the calculation of the macroscopic capillary length, a parameter from the infiltration literature. The three parameters are highly dependent on the K
r
(h) data measurement in a short wet suction range around h
o, which is an experimental advantage.
Publisher
Walter de Gruyter GmbH
Subject
Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology
Reference46 articles.
1. Beven, K., Germann, P., 1982. Macropores and water flow in soils. Water Resour. Res., 18, 1311–1325. 2. Campbell, G.S., 1974. A simple method for determining unsaturated conductivity from moisture retention data. Soil Sci., 17, 311–314. 3. Clothier, B., Scotter, D., 2002. Unsaturated water transmission parameters obtained from infiltration. In: Dane, J.H., Topp, G.C. (Eds.): Methods of Soil Analysis, Part 1. SSSA Book Ser. 4, SSSA, Madison, WI, pp. 879–889. 4. Communar, G., Friedman, S.P., 2014. Determination of soil hydraulic parameters with cyclic irrigation tests. Vadose Zone J., 13, 4, 12 p, DOI: 10.2136/vzj2013.09.0168.10.2136/vzj2013.09.0168 5. Dexter, A.R., 2004. Soil physical quality. Part I. Theory, effects of soil texture, density, and organic matter, and effects on root growth. Geoderma, 120, 201–214.
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