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Information Journal Paper

Title

Application of Fractional Differential Equations in Analysis of Seepage Line in Coarse Porous Media

Pages

  563-574

Abstract

 In this study, the fractional-order differential equations in range of (0, 1) were used to model the water surface profile under Darcy's law condition in porous medium for a Fully developed turbulent flow. The developed equation is solved analytically. The laboratory model used in this study consists of a coarse-grained porous medium with 6. 4 m length, 0. 8 m width and 1 m height, including rounded corner materials, which are tested for different flow rates and three longitudinal slopes of 0, 4, 20. 3%. Then, parameters of model and porous media were calibrated based on laboratory data. In order to evaluate the proposed analytical solution, the obtained results from fractional-order differential model were compared with the laboratory data. The results showed a satisfactory agreement with experimental data of water surface profile (seepage line) in all three slopes. The maximum error of the proposed model is 3. 5% compared to the experimental data. It can be concluded that the proposed method can provide better description of water surface profile analysis under nonDarcy flow conditions as compared to Darcy model in porous media.

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    APA: Copy

    ESLAHI, NOOSHIN, SEDGHI ASL, MOHAMMAD, & VATANKHAH, ALIREZA. (2020). Application of Fractional Differential Equations in Analysis of Seepage Line in Coarse Porous Media. IRANIAN JOURNAL OF SOIL AND WATER RESEARCH, 51(3 ), 563-574. SID. https://sid.ir/paper/396043/en

    Vancouver: Copy

    ESLAHI NOOSHIN, SEDGHI ASL MOHAMMAD, VATANKHAH ALIREZA. Application of Fractional Differential Equations in Analysis of Seepage Line in Coarse Porous Media. IRANIAN JOURNAL OF SOIL AND WATER RESEARCH[Internet]. 2020;51(3 ):563-574. Available from: https://sid.ir/paper/396043/en

    IEEE: Copy

    NOOSHIN ESLAHI, MOHAMMAD SEDGHI ASL, and ALIREZA VATANKHAH, “Application of Fractional Differential Equations in Analysis of Seepage Line in Coarse Porous Media,” IRANIAN JOURNAL OF SOIL AND WATER RESEARCH, vol. 51, no. 3 , pp. 563–574, 2020, [Online]. Available: https://sid.ir/paper/396043/en

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