Simulation of Water Movement through Unsaturated Infiltration- Redistribution System

This paper deals with the movement of water in a natural unsaturated zone, focusing on infiltration-redistribution system. Infiltration refers to the downward movement of water due to the gravitational force and redistribution defines the upward movement of water due to the capillary rise. Under n...

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Main Authors: T Bunsri, M Sivakumar, D Hagare
Format: Article
Language:English
Published: Isfahan University of Technology 2009-01-01
Series:Journal of Applied Fluid Mechanics
Subjects:
Online Access:http://jafmonline.net/JournalArchive/download?file_ID=15230&issue_ID=199
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spelling doaj-b8c6c8b071264e8c83d6f4930203575a2020-11-25T02:12:17ZengIsfahan University of Technology Journal of Applied Fluid Mechanics1735-36452009-01-01214553.Simulation of Water Movement through Unsaturated Infiltration- Redistribution SystemT BunsriM SivakumarD HagareThis paper deals with the movement of water in a natural unsaturated zone, focusing on infiltration-redistribution system. Infiltration refers to the downward movement of water due to the gravitational force and redistribution defines the upward movement of water due to the capillary rise. Under natural conditions, the movement of water through an infiltrationredistribution depended upon the relations among water content, hydraulic conductivity and tension of soil pore. Various combinations of water balance concepts, Richards’ equation, soil-physics theory and capillary height concepts were applied to mathematically model the movement of water through infiltration-redistribution system. The accuracy and computational efficiency of the developed model were evaluated for the case study. Besides the laboratory scale sand/soil columns with the inner diameter of 10.4 cm were investigated in order to provide the supporting data for model calibration. Sand/soil layers were packed with a bulk density of 1.80 and 1.25 g/cm3, respectively. The infiltration was sprayed uniformly at the soil surface with the constant rate of 66.1 and 7.18 cm3/h for sand and soil columns, respectively. The redistribution process was developed by which water arriving at the column base enter to the sand/soil column due to capillary rise. The laboratory observations were simulated using the developed model. The results indicate that the developed model could well estimate the movement of water in the infiltration-redistribution system that observed in the case study and the experiments.http://jafmonline.net/JournalArchive/download?file_ID=15230&issue_ID=199infiltration-redistribution system numerical model sand and soil column test variably saturated soil conditions water movement model.
collection DOAJ
language English
format Article
sources DOAJ
author T Bunsri
M Sivakumar
D Hagare
spellingShingle T Bunsri
M Sivakumar
D Hagare
Simulation of Water Movement through Unsaturated Infiltration- Redistribution System
Journal of Applied Fluid Mechanics
infiltration-redistribution system
numerical model
sand and soil column test
variably saturated soil conditions
water movement model.
author_facet T Bunsri
M Sivakumar
D Hagare
author_sort T Bunsri
title Simulation of Water Movement through Unsaturated Infiltration- Redistribution System
title_short Simulation of Water Movement through Unsaturated Infiltration- Redistribution System
title_full Simulation of Water Movement through Unsaturated Infiltration- Redistribution System
title_fullStr Simulation of Water Movement through Unsaturated Infiltration- Redistribution System
title_full_unstemmed Simulation of Water Movement through Unsaturated Infiltration- Redistribution System
title_sort simulation of water movement through unsaturated infiltration- redistribution system
publisher Isfahan University of Technology
series Journal of Applied Fluid Mechanics
issn 1735-3645
publishDate 2009-01-01
description This paper deals with the movement of water in a natural unsaturated zone, focusing on infiltration-redistribution system. Infiltration refers to the downward movement of water due to the gravitational force and redistribution defines the upward movement of water due to the capillary rise. Under natural conditions, the movement of water through an infiltrationredistribution depended upon the relations among water content, hydraulic conductivity and tension of soil pore. Various combinations of water balance concepts, Richards’ equation, soil-physics theory and capillary height concepts were applied to mathematically model the movement of water through infiltration-redistribution system. The accuracy and computational efficiency of the developed model were evaluated for the case study. Besides the laboratory scale sand/soil columns with the inner diameter of 10.4 cm were investigated in order to provide the supporting data for model calibration. Sand/soil layers were packed with a bulk density of 1.80 and 1.25 g/cm3, respectively. The infiltration was sprayed uniformly at the soil surface with the constant rate of 66.1 and 7.18 cm3/h for sand and soil columns, respectively. The redistribution process was developed by which water arriving at the column base enter to the sand/soil column due to capillary rise. The laboratory observations were simulated using the developed model. The results indicate that the developed model could well estimate the movement of water in the infiltration-redistribution system that observed in the case study and the experiments.
topic infiltration-redistribution system
numerical model
sand and soil column test
variably saturated soil conditions
water movement model.
url http://jafmonline.net/JournalArchive/download?file_ID=15230&issue_ID=199
work_keys_str_mv AT tbunsri simulationofwatermovementthroughunsaturatedinfiltrationredistributionsystem
AT msivakumar simulationofwatermovementthroughunsaturatedinfiltrationredistributionsystem
AT dhagare simulationofwatermovementthroughunsaturatedinfiltrationredistributionsystem
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