A drive point application of the Guelph Permeameter method for coarse-textured soils

Geoderma ◽  
2012 ◽  
Vol 187-188 ◽  
pp. 59-66 ◽  
Author(s):  
W. Daniel Reynolds ◽  
Jeffrey K. Lewis
Keyword(s):  
Guelph Permeameter

MEASURING HYDRAULIC CONDUCTIVITY IN A CRACKING CLAY SOIL USING THE GUELPH PERMEAMETER

1999 ◽  
Vol 42 (4) ◽  
pp. 957-964 ◽  
Author(s):  
V. Bagarello ◽  
M. Iovino ◽  
W. D. Reynolds
Keyword(s):  
Hydraulic Conductivity ◽  
Clay Soil ◽  
Guelph Permeameter

Estimation of the Dual-Permeability Model Parameters using Tension Disk Infiltrometer and Guelph Permeameter

2010 ◽  
Vol 9 (2) ◽  
pp. 213-225 ◽  
Author(s):  
Radka Kodešová ◽  
Jiří Šimůnek ◽  
Antonín Nikodem ◽  
Veronika Jirků
Keyword(s):  
Model Parameters ◽  
Permeability Model ◽  
Guelph Permeameter

scholarly journals Variability of topsoil hydraulic conductivity along the hillslope transects delineated in four areas strongly affected by soil erosion

2021 ◽  
Vol 69 (2) ◽  
pp. 220-231
Author(s):  
Antonín Nikodem ◽  
Radka Kodešová ◽  
Miroslav Fér ◽  
Aleš Klement
Keyword(s):  
Main Parameter ◽  
Water Retention ◽  
Sandy Loam ◽  
Pressure Head ◽  
Water Retention Curve ◽  
Soil Water Retention Curve ◽  
Soil Water Retention ◽  
Retention Curve ◽  
Multistep Outflow ◽  
Guelph Permeameter

Abstract Soil hydraulic conductivities of topsoils were studied at 5 points of the hillslope transects delineated at 4 geomorphologically diverse areas, where the original soil types (Chernozem, Luvisol and two Cambisols) were due to erosion transformed into different soil unites. Hydraulic conductivities of saturated soils and for a pressure head of –2 cm were measured directly in the field using a Guelph permeameter (K s,GP ) and mini disk tension infiltrometer (K h=– 2 ,MDI ), and in the laboratory using a multistep outflow method (K s,MSO , K h= – 2 ,MSO ). While K s,GP ≈ K s,MSO in the Chernozem and Cambisol (sandy loam) regions, and K s,GP < K s,MSO in the Luvisol and Cambisol (loam) regions. The K s values obtained using different methods showed different trends along the hillslope transects. The K h= – 2 values obtained using different methods showed similar trends along the transects in the Chernozem and Luvisol regions. These trends could be explained by the position within the transects (i.e., different stages of erosion/accumulation processes). No relationships were found between the K h=– 2 values in the Cambisol regions. The pressure head at an inflection point of the a soil-water retention curve was the main parameter, which appeared to associate (negative correlation) with K h=– 2 and K s,MSO in the Chernozem and Luvisol regions.

AN EVALUATION OF THE GUELPH PERMEAMETER FOR MEASURING SATURATED HYDRAULIC CONDUCTIVITY

1990 ◽  
Vol 33 (4) ◽  
pp. 1179-1184 ◽  
Author(s):  
J. Gallichand ◽  
C. A. Madramootoo ◽  
P. Emight ◽  
S. F. Barrington
Keyword(s):  
Hydraulic Conductivity ◽  
Saturated Hydraulic Conductivity ◽  
Guelph Permeameter

scholarly journals CONDUTIVIDADE HIDRÁULICA DO SOLO SATURADO NA ZONA VADOSA IN SITU E EM LABORATÓRIO

Irriga ◽  
2009 ◽  
Vol 14 (3) ◽  
pp. 413-422
Author(s):  
Rodrigo Trevisan ◽  
Luiz Felipe Salemi ◽  
Jorge Marcus de Moraes ◽  
Julio Cesar Martins de Oliveira
Keyword(s):  
Hydraulic Conductivity ◽  
Sao Paulo ◽  
Laboratory Method ◽  
Saturated Hydraulic Conductivity ◽  
Fundamental Parameter ◽  
São Paulo ◽  
Advantages And Disadvantages ◽  
Constant Head ◽  
Guelph Permeameter

 CONDUTIVIDADE HIDRÁULICA DO SOLO SATURADO NA ZONA VADOSA IN SITU E EM LABORATÓRIO  Rodrigo Trevisan1; Luiz Felippe Salemi1;  Jorge Marcos de Moraes1;  Júlio Cesar Martins de Oliveira(4)(1)Laboratório de Ecologia Isotópica, Centro de Energia Nuclear na Agricultura, Universidade de São Paulo, Piracicaba, SP,  e-mail: [email protected] (4)Laboratório de Física de Solos, Centro de Energia Nuclear na Agricultura, Universidade de São Paulo, Piracicaba, SP  1 RESUMO A condutividade hidráulica do solo é uma propriedade fundamental na determinação da dinâmica da água e de solutos em solos saturados e não - saturados, sendo útil na resolução de problemas relacionados à preservação do meio ambiente, da agricultura e dos recursos hídricos. Muitos métodos são empregados para a sua determinação em solos saturados, tanto em campo como em laboratório, cada um com suas vantagens e desvantagens. Nesse contexto, o objetivo do presente trabalho foi o de comparar um método de campo, o método do permeâmetro de carga constante (“Permeâmetro Guelph”), e um método de laboratório, também de carga constante usando amostras indeformadas de solo, em um solo classificado como Latossolo Vermelho Escuro, da região de Piracicaba - SP. Conclui-se que o método de campo e o método de laboratório não podem ser considerados diferentes. UNITERMOS: permeabilidade; zona não saturada; latossolo; permeâmetro guelph.  TREVISAN, R.; SALEMI, L. F.; MORAES, J. M.; OLIVEIRA, J. C. M. THE SATURATED HYDRAULIC CONDUCTIVITY IN THE VADOSE ZONE IN SITU AND IN LABORATORY  2 ABSTRACT The saturated hydraulic conductivity of the soil is a fundamental parameter to determine  water and solutes dynamics in the soil, and it is useful  to resolve problems related to environmental, agricultural and water resources preservation. Many methods are used for its determination, in field and in the laboratory, each one with its advantages and disadvantages. The main objective of the present work was to compare a field method, using a constant head permeameter (“Guelph Permeameter”), to a laboratory method also employing a constant head in undisturbed samples in a soil classified as dark red Latosol (Oxisol) in the area ofPiracicaba. The results show, through statistical analysis, that the values obtained by the field and laboratory methods cannot be considered different. KEYWORDS: permeability; unsaturated zone; oxisol;guelph permeameter.

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