2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc

Importance of determining unsaturated soils hydraulic properties in solute transport and water flow is always regarded by soil science engineers. Among these properties is the hydraulic conductivity that should be determined at different suction. Unsaturated hydraulic conductivity is estimated using...

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Main Authors: Rasiul Ghobadian, Bahman Farhadi, Ramin Maleki, Milad Farmanifard
Format: Article
Language:fas
Published: Shahid Chamran University of Ahvaz 2015-01-01
Series:علوم و مهندسی آبیاری
Subjects:
Online Access:http://jise.scu.ac.ir/article_11064_3a8e35986f98a4c60fe91fc8be9b39d4.pdf
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author Rasiul Ghobadian
Bahman Farhadi
Ramin Maleki
Milad Farmanifard
author_facet Rasiul Ghobadian
Bahman Farhadi
Ramin Maleki
Milad Farmanifard
author_sort Rasiul Ghobadian
collection DOAJ
description Importance of determining unsaturated soils hydraulic properties in solute transport and water flow is always regarded by soil science engineers. Among these properties is the hydraulic conductivity that should be determined at different suction. Unsaturated hydraulic conductivity is estimated using the traditional Wooding analysis at steady state condition for tension disc. Estimating of hydraulic parameters using numerical solution of flow equations and the parameter optimization with inverse solution method is one of the conventional methods that its accuracy is dependent on soil type.In this study, saturated and unsaturated hydraulic conductivity was measured in 5 suctions 20, 15, 10, 5 and 0 cm from experiment tension disc on four samples of cylindrical clay soil with diameter of 56 cm and height of 75 cm. Then, the results of tension disc were compared with inverse solution. TheHydrus 2D/3D model was used for inverse solution with Van Genuchten-Mualem method. Optimization process was done based time, cumulative infiltration data, saturated hydraulic conductivity and α parameters obtained from the analysis of the tension disc. Then the optimizedparameters in 2D were used for 3D model simulation. The average standard error of optimized θ<sub>r</sub>, n and L was obtained 0.011, 0.078 and 0.117, respectively. The results showed that the unsaturated hydraulic conductivity obtained from the model is less than the values ​​measured by tension disc. However, the low suctionsindicated betteragreement than higher suctions. Additionally, the maximum and minimum value ofsimulation error ofunsaturated hydraulic conductivity was found in suctions 5 and 20 cm equal to 6.50% and 60.0%, respectively.
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spelling doaj.art-8871ff512d814ab08c81c990a362e5e12022-12-21T22:41:13ZfasShahid Chamran University of Ahvazعلوم و مهندسی آبیاری2588-59522588-59602015-01-01374133143110642D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension DiscRasiul Ghobadian0Bahman Farhadi1Ramin Maleki2Milad Farmanifard3گروه مهندسی آب پردیس کشاورزی و منابع طبیعی دانشگاه رازیگروه مهندسی آب پردیس کشاورزی و منابع طبیعی دانشگاه رازیگروه مهندسی آب پردیس کشاورزی و منابع طبیعی دانشگاه رازیگروه مهندسی آب پردیس کشاورزی و منابع طبیعی دانشگاه رازیImportance of determining unsaturated soils hydraulic properties in solute transport and water flow is always regarded by soil science engineers. Among these properties is the hydraulic conductivity that should be determined at different suction. Unsaturated hydraulic conductivity is estimated using the traditional Wooding analysis at steady state condition for tension disc. Estimating of hydraulic parameters using numerical solution of flow equations and the parameter optimization with inverse solution method is one of the conventional methods that its accuracy is dependent on soil type.In this study, saturated and unsaturated hydraulic conductivity was measured in 5 suctions 20, 15, 10, 5 and 0 cm from experiment tension disc on four samples of cylindrical clay soil with diameter of 56 cm and height of 75 cm. Then, the results of tension disc were compared with inverse solution. TheHydrus 2D/3D model was used for inverse solution with Van Genuchten-Mualem method. Optimization process was done based time, cumulative infiltration data, saturated hydraulic conductivity and α parameters obtained from the analysis of the tension disc. Then the optimizedparameters in 2D were used for 3D model simulation. The average standard error of optimized θ<sub>r</sub>, n and L was obtained 0.011, 0.078 and 0.117, respectively. The results showed that the unsaturated hydraulic conductivity obtained from the model is less than the values ​​measured by tension disc. However, the low suctionsindicated betteragreement than higher suctions. Additionally, the maximum and minimum value ofsimulation error ofunsaturated hydraulic conductivity was found in suctions 5 and 20 cm equal to 6.50% and 60.0%, respectively.http://jise.scu.ac.ir/article_11064_3a8e35986f98a4c60fe91fc8be9b39d4.pdftension discinverse solutionhydraulic conductivityoptimizationhydrus model
spellingShingle Rasiul Ghobadian
Bahman Farhadi
Ramin Maleki
Milad Farmanifard
2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc
علوم و مهندسی آبیاری
tension disc
inverse solution
hydraulic conductivity
optimization
hydrus model
title 2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc
title_full 2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc
title_fullStr 2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc
title_full_unstemmed 2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc
title_short 2D/3D Numerical Simulation of Saturated and Unsaturated Soil Characteristics and Comparison with Tension Disc
title_sort 2d 3d numerical simulation of saturated and unsaturated soil characteristics and comparison with tension disc
topic tension disc
inverse solution
hydraulic conductivity
optimization
hydrus model
url http://jise.scu.ac.ir/article_11064_3a8e35986f98a4c60fe91fc8be9b39d4.pdf
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AT bahmanfarhadi 2d3dnumericalsimulationofsaturatedandunsaturatedsoilcharacteristicsandcomparisonwithtensiondisc
AT raminmaleki 2d3dnumericalsimulationofsaturatedandunsaturatedsoilcharacteristicsandcomparisonwithtensiondisc
AT miladfarmanifard 2d3dnumericalsimulationofsaturatedandunsaturatedsoilcharacteristicsandcomparisonwithtensiondisc