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    Osmotic Pressure Gradient Effects on Water Diffusion in Porous Rock: Can They Pervert Permeability Tests?

    Source: Journal of Applied Mechanics:;2023:;volume( 090 ):;issue: 012::page 121002-1
    Author:
    Bažant, Zdeněk P.
    ,
    Tay Nguyen, Anh
    DOI: 10.1115/1.4063030
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Generation of a large network of hydraulic cracks is of key importance not only for the success of fracking of shale but also for the recent scheme of sequestration of CO2 in deep formations of basalt and peridotite, which are mafic and ultramafic rocks that combine chemically with CO2. In numerical simulation of the creation of a fracture network in porous rock, an important goal is to enhance the rock permeability. The objective of this article is to calculate the effect of osmotic pressure gradients caused by gradients of concentration of the ions of Ca, Mg, Na, etc. on the effective permeability of the rock. The basic differential equations are formulated, and their explicit solutions for appropriate initial and boundary conditions are obtained under certain plausible simplifications. The main result is explicit approximate formulas for the critical time before which no water permeation through a test specimen can be observed. Depending on various parameters, this time can be unacceptably long, which is manifested as a zero water outflow. The solution may also explain the unreasonably small permeability values reported for some shales.
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      Osmotic Pressure Gradient Effects on Water Diffusion in Porous Rock: Can They Pervert Permeability Tests?

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4294421
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    contributor authorBažant, Zdeněk P.
    contributor authorTay Nguyen, Anh
    date accessioned2023-11-29T18:51:40Z
    date available2023-11-29T18:51:40Z
    date copyright8/7/2023 12:00:00 AM
    date issued8/7/2023 12:00:00 AM
    date issued2023-08-07
    identifier issn0021-8936
    identifier otherjam_90_12_121002.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294421
    description abstractGeneration of a large network of hydraulic cracks is of key importance not only for the success of fracking of shale but also for the recent scheme of sequestration of CO2 in deep formations of basalt and peridotite, which are mafic and ultramafic rocks that combine chemically with CO2. In numerical simulation of the creation of a fracture network in porous rock, an important goal is to enhance the rock permeability. The objective of this article is to calculate the effect of osmotic pressure gradients caused by gradients of concentration of the ions of Ca, Mg, Na, etc. on the effective permeability of the rock. The basic differential equations are formulated, and their explicit solutions for appropriate initial and boundary conditions are obtained under certain plausible simplifications. The main result is explicit approximate formulas for the critical time before which no water permeation through a test specimen can be observed. Depending on various parameters, this time can be unacceptably long, which is manifested as a zero water outflow. The solution may also explain the unreasonably small permeability values reported for some shales.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOsmotic Pressure Gradient Effects on Water Diffusion in Porous Rock: Can They Pervert Permeability Tests?
    typeJournal Paper
    journal volume90
    journal issue12
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4063030
    journal fristpage121002-1
    journal lastpage121002-6
    page6
    treeJournal of Applied Mechanics:;2023:;volume( 090 ):;issue: 012
    contenttypeFulltext
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