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    Effect of Aggregate Size and Porosity of Clay Soils on the Hydraulic Parameters of the Green-Ampt Infiltration Model

    Source: Journal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 003
    Author:
    Mohammadzadeh-Habili Jahanshir;Heidarpour Manouchehr;Khalili Davar
    DOI: 10.1061/(ASCE)HE.1943-5584.0001628
    Publisher: American Society of Civil Engineers
    Abstract: To study the effect of aggregate size and total porosity of soil on the hydraulic parameters of the Green-Ampt (GA) infiltration model, eight laboratory constant-head infiltration tests were conducted on a clay soil with different values of aggregate size and porosity. Hydraulic conductivity, wetting front suction head, and air entrapment coefficient behind the wetting front of the GA model were measured for the conducted tests. With the use of double-ring infiltrometers, falling-head infiltration tests were also conducted in a field with soil of a clay texture, and a new theoretically based method was proposed for simultaneous estimation of the hydraulic parameters of GA model from falling-head infiltration test data. The results indicated that the estimated hydraulic conductivity of the GA model for laboratory soil columns followed the Kozeny-Carman equation. The air entrapment coefficient is nearly independent from soil aggregate size, but it increases as soil porosity increases. Furthermore, a perfect agreement between the measured infiltration field data and the falling-head approach of the GA model validated the capability of the proposed method to correctly estimate the hydraulic parameters of the GA model.
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      Effect of Aggregate Size and Porosity of Clay Soils on the Hydraulic Parameters of the Green-Ampt Infiltration Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249768
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    contributor authorMohammadzadeh-Habili Jahanshir;Heidarpour Manouchehr;Khalili Davar
    date accessioned2019-02-26T07:50:32Z
    date available2019-02-26T07:50:32Z
    date issued2018
    identifier other%28ASCE%29HE.1943-5584.0001628.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249768
    description abstractTo study the effect of aggregate size and total porosity of soil on the hydraulic parameters of the Green-Ampt (GA) infiltration model, eight laboratory constant-head infiltration tests were conducted on a clay soil with different values of aggregate size and porosity. Hydraulic conductivity, wetting front suction head, and air entrapment coefficient behind the wetting front of the GA model were measured for the conducted tests. With the use of double-ring infiltrometers, falling-head infiltration tests were also conducted in a field with soil of a clay texture, and a new theoretically based method was proposed for simultaneous estimation of the hydraulic parameters of GA model from falling-head infiltration test data. The results indicated that the estimated hydraulic conductivity of the GA model for laboratory soil columns followed the Kozeny-Carman equation. The air entrapment coefficient is nearly independent from soil aggregate size, but it increases as soil porosity increases. Furthermore, a perfect agreement between the measured infiltration field data and the falling-head approach of the GA model validated the capability of the proposed method to correctly estimate the hydraulic parameters of the GA model.
    publisherAmerican Society of Civil Engineers
    titleEffect of Aggregate Size and Porosity of Clay Soils on the Hydraulic Parameters of the Green-Ampt Infiltration Model
    typeJournal Paper
    journal volume23
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001628
    page6018001
    treeJournal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 003
    contenttypeFulltext
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