Abstract

Theoretical and experimental results for the evolution of cavities generated by upward vertical leakage jets in porous media are presented. The formulation is based on the conservation principles of mass, momentum, and energy. Two conditions were considered: two-dimensional isotropic medium and three-dimensional isotropic medium. The results of the cavity height are given in nondimensional form and related to the Froude number that considers the inlet flow characteristics (width of the slot or diameter of the orifice, and inlet velocity). Both the two-dimensional and the three-dimensional cases provided theoretical results for the length of the cavity limited by a maximum Froude number. This characteristic implies that the cavity destabilizes for Froude numbers higher than this maximum critical value. It was observed that parameters of the porous medium (soil parameters) not present in the conservation formulation must be added a posteriori to cover a larger spectrum of soil possibilities. The experimental results show that the theoretical proposition follows the main characteristics of the observations.

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Data Availability Statement

All data, models, or code that support the findings are available from the corresponding author by request.

Acknowledgments

The authors gratefully acknowledge the support from CNPq, Brazil, (grant BRICS 441115/2016), the Funds for International Cooperation and Exchange of the National Natural Science Foundation of China (Process No. 51761145022), and the National Research Foundation of South Africa (Grant BRICS 160713177851). The first author thanks CAPES (Grant 5723/15/9), and CNPq (Grant 307105/2015), that supported part of this study, and the Cape Town University for the donation of Setup 1 described here.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 10October 2021

History

Received: Oct 28, 2019
Accepted: Mar 28, 2021
Published online: Aug 5, 2021
Published in print: Oct 1, 2021
Discussion open until: Jan 5, 2022

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Professor, Dept. of Hydraulic and Environmental Engineering, Centre of Technology, Federal Univ. of Ceará, Campus do Pici, bl. 713, Fortaleza 60.451-970, Brazil; Ph.D. Research and Development (R&D), Hydro-Engineering Solutions, 2124 Moore’s Mill Rd., Auburn, AL 36830; Instructor, Dept. of Civil and Environmental Engineering, Auburn Univ., 205 W Magnolia Ave., Auburn, AL 36849 (corresponding author). ORCID: https://orcid.org/0000-0002-1219-9729. Email: [email protected]; [email protected]
Jakobus E. van Zyl, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Auckland Univ., 20 Symonds St., Auckland 1010, New Zealand. Email: [email protected]
Tingchao Yu [email protected]
Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Iran E. Lima Neto [email protected]
Associate Professor, Dept. of Hydraulic and Environmental Engineering, Centre of Technology, Federal Univ. of Ceará, Campus do Pici, bl. 713, Fortaleza 60.451-970, Brazil, Email: [email protected]
Francisco A. S. Filho [email protected]
Associate Professor, Dept. of Hydraulic and Environmental Engineering, Centre of Technology, Federal Univ. of Ceará, Campus do Pici, bl. 713, Fortaleza 60.451-970, Brazil. Email: [email protected]
Associate Professor, Dept. of Hydraulics and Sanitation, Univ. of São Paulo, 400 Trabalhador São-Carlense Ave., São Carlos 13.566-590, SP, Brazil. ORCID: https://orcid.org/0000-0002-2212-777X. Email: [email protected]
Igor M. Benites [email protected]
Master Student, Dept. of Hydraulics and Sanitation, Univ. of São Paulo, 400 Trabalhador São-Carlense Ave., São Carlos 13.566-590, SP, Brazil. Email: [email protected]
Huaqing Wang [email protected]
Ph.D. Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]

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