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Discontinuity, Nonlinearity, and Complexity

Dimitry Volchenkov (editor), Dumitru Baleanu (editor)

Dimitry Volchenkov(editor)

Mathematics & Statistics, Texas Tech University, 1108 Memorial Circle, Lubbock, TX 79409, USA

Email: dr.volchenkov@gmail.com

Dumitru Baleanu (editor)

Cankaya University, Ankara, Turkey; Institute of Space Sciences, Magurele-Bucharest, Romania

Email: dumitru.baleanu@gmail.com


Evolutions and Interaction of Weak Discontinuity, Characteristic Shock in Gravity Wave Model

Discontinuity, Nonlinearity, and Complexity 13(1) (2024) 77--81 | DOI:10.5890/DNC.2024.03.006

B. Bira

Department of Mathematics, SRM Institute of Science and Technology, Kattankulathur, Chennai-603203, India

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Abstract

In this article, we consider a system of hyperbolic PDEs governed by the gravity wave model. From the application of symmetry analysis, we derive the group invariant exact solution for the governing system of equations. Further, through the solution in hand; we study the evolutionary behavior of weak discontinuity as well as characteristic shock. Finally, in order to highlight the physical significance, the interaction of weak discontinuity and characteristic shock is presented graphically.

References

  1. [1]  Martins, R., Leandro, J., and Djordjevic, S. (2016), Analytical solution of the classical dam-break problem for the gravity wave-model equations, Journal of Hydraulic Engineering, 142(5), 06016003.
  2. [2]  Aronica, G., Tucciarelli, T., and Nasello, C. (1998), 2D multilevel model for flood wave propagation in flood-affected areas, Journal of Water Resources Planning and Management, 124(4), 210.
  3. [3]  Seyoum, S.D., Vojinovic, Z., Price, R.K., and Weesakul, S. (2012), Coupled 1D and noninertia 2D flood inundation model for simulation of urban flooding, Journal of Hydraulic Engineering, 138(1), 23.
  4. [4]  Mangeney, A., Heinrich, P., and Roche, R. (2000), Analytical solution for testing debris avalanche numerical models, Pure and Applied Geophysics, 157, 1081-1096.
  5. [5]  Martins, R., Leandro, J., and Djordjevic, S. (2018), Influence of sewer network models on urban flood damage assessment based on coupled 1D/2D models, Journal of Flood Risk Management, 11, S717-S728.
  6. [6]  Jeffrey, A. (1976), Quasilinear hyperbolic systems and waves, Pitam: London.
  7. [7]  Boillat, G. and Ruggeri, T. (1979), Reflection and transmission of discontinuity waves through a shock wave. General theory including also the case of characteristic shocks, Proceedings of the Royal Society of Edinburgh Section A, 83(1-2), 17-24.
  8. [8]  Satapathy, P. and Sekhar, T.R. (2018), Optimal system, invariant solutions and evolution of weak discontinuity for isentropic drift flux model, The Quarterly Journal of Mechanics and Applied Mathematics , 334C, 107-116.
  9. [9]  Bira, B., Sekhar, T.R., and Sekhar, G.R., (2019), Collision of characteristic shock with weak discontinuity in non-ideal magnetogasdynamics, The Quarterly Journal of Mechanics and Applied Mathematics, 77(3), 671-688.
  10. [10]  Bira, B., Sekhar, T.R., and Sekhar, G.R. (2018), Collision of characteristic shock with weak discontinuity in non-ideal magnetogasdynamics, Applied Mathematics and Computation, 327, 117-131.
  11. [11]  Olver, P.J. (1986), Applications of Lie Groups to Differential Equations, Springer: New York.
  12. [12]  Bluman, G.W., Cheviakov, A.F., and Anco, S.C. (2010), Application of Symmetry Methods to Partial Differential Equations, Springer: New York.
  13. [13]  Bira, B., Sekhar, T.R., and Sekhar, G.R. (2018), Collision of characteristic shock with weak discontinuity in non-ideal magnetogasdynamics, Computers $\&$ Mathematics with Applications, 75(11), 3873-3883.