Keywords and phrases: rivers silting process, sedimentation models, inner asymptotic expansion, adjoint and tangent equations, optimality system.
Received: September 7, 2022; Accepted: October 19, 2022; Published: November 5, 2022
How to cite this article: Cyr. S. Ngamouyih Moussata, Mahamat Saleh Daoussa Haggar and Benjamin Mampassi, An inverse formulation for identifying the silting process of river banks, Universal Journal of Mathematics and Mathematical Sciences 17 (2022), 31-45. http://dx.doi.org/10.17654/2277141722010
This Open Access Article is Licensed under Creative Commons Attribution 4.0 International License
References:
[1] S. N. Antontsev, G. Gagneux, R. Luce and G. Vallet, New unilateral problems in stratigraphy, M2AN Math. Model. Numer. Anal. 40(4) (2006), 767-784. [2] G. I. Barenblatt, Scaling, Self-similarity, and Intermediate Asymptotics, Cambridge University Press, 1996. [3] P. Blondeaux and G. Seminara, A unified bar-bend theory of river meander, J. Fluid Mech. 157 (1985), 449-470. [4] F. Bouchut and M. Westdickenberg, Gravity driven shallow water models for arbitrary topography, Comm. Math. Sci. 2(3) (2004), 359-389. [5] J. A. Cunge, F. M. Holly Jr. and A. Verwey, Practical Aspects of Computational River Hydraulics, Pitman Publishing Inc., Boston, MA, 1980. [6] S. E. Darby and C. R. Thorne, Numerical simulation of widening and bed deformation of straight sand-bed rivers, I: Model development, J. Hydr. Eng., ASCE 122(4) (1996), 184-193. [7] S. E. Darby, C. R. Thorne and A. Simon, Numerical simulation of widening and bed deformation of sand-bed rivers, II: Model evaluation, J. Hydr. Eng., ASCE 122(4) (1996), 194-202. [8] F. Engelund, Flow and bed topography in channel bends, J. Hydr. Div., ASCE 100(HY11) (1974), 1631-1648. [9] S. Ikeda, G. Parker and K. Sawai, Bend theory of river meanders. Part 1. Linear development, J. Fluid Mech. 112 (1981), 363-377. [10] V. Isakov, Inverse Problems for Partial Differential Equations, Springer, New York, 1998. [11] T. Karmaker and S. Dutta, Predicting vulnerable bank erosion zones in a large river meander, Proc. Water, Environment, Energy and Society (WEES), New Delhi, 2009, pp. 1670-1676. [12] S. Y. S. Wang and W. Wu, River Sedimentation and Morphology Modeling, National Center for Computational Hydroscience and Engineering, The University of Mississippi, U.S.A., 2004. [13] Z. Wanshun, X. Yanhong, W. Yanru and P. Hong, Modeling sediment transport and river bed evolution in river system, Journal of Clean Energy Technologies 2 (2014), 175-179. [14] Y. A. S. Wellot, C. S. Ngamouyih-Moussata, H. Nkounkou and T. Djaokamla, An asymptotic approach for describing silting of rivers, Int. J. Appl. Math. 28(6) (2015), 779-788.
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