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    Critical Evaluation of Viability of Mini Disc Infiltrometer for Determining the Unsaturated Hydraulic Conductivity Function

    Source: Journal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 003::page 04025008-1
    Author:
    Aparimita Priyadarshini Naik
    ,
    Sreeja Pekkat
    DOI: 10.1061/JIDEDH.IRENG-10461
    Publisher: American Society of Civil Engineers
    Abstract: The soil hydraulic conductivity function [K(ψ)] is generally estimated from a known soil-water characteristic curve and saturated hydraulic conductivity because of its cumbersome and time-intensive procedure. The need for a quick determination of K(ψ) along with the generation of comparable K(ψ) using available methods has motivated this research work. This study demonstrates the utility of a handy mini disc infiltrometer (MDI) as a nondestructive and noninvasive method to determine K(ψ) relationship with the assistance of laboratory tests on disturbed soil samples. The main objective is to critically evaluate MDI measurements [cumulative infiltration (CI) versus time] to generate K(ψ), followed by its comparison with two existing methods [instantaneous profile method (IPM) and wetting front advancing method (WFAM)]. The methodology involves MDI infiltration tests in soil columns and the utilization of its surficial infiltration measurements to generate K(ψ) using a numerical inversion technique. Additionally, the spatial and temporal volumetric water content (θ) and matric suction (ψ) profiles recorded during a one-dimensional (1D) wetting process under identical conditions are employed to obtain K(ψ) using IPM and WFAM methods and, further, to validate K(ψ) from MDI data inversion. The results show that MDI tests considerably reduce the wetting period (<24  h) and enable determining K(ψ) for a wide range of ψ. The IPM and WFAM also exhibit matching K(ψ) when analyzed using the same θ-ψ profiles. Further, the normalized root mean square error between all the methods used for K(ψ) determination is <16%, which is deemed appropriate for real soil conditions.
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      Critical Evaluation of Viability of Mini Disc Infiltrometer for Determining the Unsaturated Hydraulic Conductivity Function

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307499
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    contributor authorAparimita Priyadarshini Naik
    contributor authorSreeja Pekkat
    date accessioned2025-08-17T22:49:15Z
    date available2025-08-17T22:49:15Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJIDEDH.IRENG-10461.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307499
    description abstractThe soil hydraulic conductivity function [K(ψ)] is generally estimated from a known soil-water characteristic curve and saturated hydraulic conductivity because of its cumbersome and time-intensive procedure. The need for a quick determination of K(ψ) along with the generation of comparable K(ψ) using available methods has motivated this research work. This study demonstrates the utility of a handy mini disc infiltrometer (MDI) as a nondestructive and noninvasive method to determine K(ψ) relationship with the assistance of laboratory tests on disturbed soil samples. The main objective is to critically evaluate MDI measurements [cumulative infiltration (CI) versus time] to generate K(ψ), followed by its comparison with two existing methods [instantaneous profile method (IPM) and wetting front advancing method (WFAM)]. The methodology involves MDI infiltration tests in soil columns and the utilization of its surficial infiltration measurements to generate K(ψ) using a numerical inversion technique. Additionally, the spatial and temporal volumetric water content (θ) and matric suction (ψ) profiles recorded during a one-dimensional (1D) wetting process under identical conditions are employed to obtain K(ψ) using IPM and WFAM methods and, further, to validate K(ψ) from MDI data inversion. The results show that MDI tests considerably reduce the wetting period (<24  h) and enable determining K(ψ) for a wide range of ψ. The IPM and WFAM also exhibit matching K(ψ) when analyzed using the same θ-ψ profiles. Further, the normalized root mean square error between all the methods used for K(ψ) determination is <16%, which is deemed appropriate for real soil conditions.
    publisherAmerican Society of Civil Engineers
    titleCritical Evaluation of Viability of Mini Disc Infiltrometer for Determining the Unsaturated Hydraulic Conductivity Function
    typeJournal Article
    journal volume151
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-10461
    journal fristpage04025008-1
    journal lastpage04025008-14
    page14
    treeJournal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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