Technical Papers
Jul 26, 2024

Analytical Solution for the Steady Seepage Field of a Circular Cofferdam in Nonhomogeneous Layered Soil

Publication: Journal of Hydraulic Engineering
Volume 150, Issue 6

Abstract

The analytical solution of the steady-state seepage field of a circular cofferdam in nonhomogeneous layered soil of finite depth is derived, including the head function, exit hydraulic gradient formula, and seepage flow formula. The head function is obtained by dividing the circular cofferdam seepage field into regions and then using the separated variable method combined with the Sturm–Liouville theory, and the unknown coefficients in the head function are determined by constructing a system of equations through the integral transformation of the Bessel function. Based on the head function, an analytical equation is also given for the exit hydraulic gradient and seepage flow. The accuracy of the proposed analytical solution is verified by a comparison with numerical results as well as with the results of other methods. The proposed analytical solution is a display analytical solution without singularities and can be used as an effective tool for the analysis of circular cofferdam seepage problems.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

We thank AJE (china.aje.com) for its linguistic assistance during the preparation of this manuscript.

References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 150Issue 6November 2024

History

Received: Apr 26, 2023
Accepted: May 16, 2024
Published online: Jul 26, 2024
Published in print: Nov 1, 2024
Discussion open until: Dec 26, 2024

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Graduate Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China. Email: [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China. Email: [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China (corresponding author). ORCID: https://orcid.org/0000-0002-6131-4295. Email: [email protected]
Dong-Kai Li [email protected]
Graduate Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China. Email: [email protected]
Zhi-Zhong Zhang [email protected]
Graduate Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China. Email: [email protected]
Graduate Student, China Construction Fifth Engineering Division Corp., Ltd., No. 158, Zhongyiyi Rd., Changsha City, Hunan Province 410007, China. Email: [email protected]

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