Collocated Discrete Least Squares Meshless (CDLSM) Method for Simulation of Mobile- Bed Dam Break Problems
Subject Areas : Article frome a thesisBabak Fazli Malidareh 1 , Seyed Abbas Hoseyni 2
1 - دانشکده فنی و مهندسی، گروه مهندسی آب، دانشگاه آزاد اسلامی واحد علوم و تحقیقات تهران، ایران
2 - دانشکده فنی و مهندسی، گروه مهندسی آب، دانشگاه آزاد اسلامی واحد علوم و تحقیقات تهران، ایران
Keywords: Meshless Method, Dam Break, Least Square, Fixed Bed, Movable Bed,
Abstract :
Meshless methods have been added to numerical methods in recent decades, and have provided a wide range of scientific, research and engineering fields. The use of Meshless methods is still not extent to the finite element methods in engineering issues, but these methods may now be similar to those of the time when the finite element method begins to expand. In this research, a discrete least square meshless method with collocation points CDLSM is proposed. The concepts, mathematical relations, and formulation of this method are fully presented. In this simulation, collocation points are used for more efficiency and lower computing time by using least squares method, as well as using the series instead of integrals (discrete mode). Based on this method, the dam failure phenomenon has been solved in different cases and its verification has been used by comparison with analytical solution with experimental data whenever it is available. Comparison of numerical results with existing analytical and experimental data shows that the method has high efficiency and simulates the shock or discontinuity.
1) Nayroles, B., Touzot, G., Villon, P. 1992. Generalizing the finite element method: diffuse approximation and diffuse element. Coput. Mech. 10:307-318.
2) Belytschko, T., Gu, L., Lu, Y.Y. 1994. Fracture and crack growth by element free Galerkin methods. Model. Simul. Mater. Sci. Engng. 2: 519-534.
3) Belytschko, T., Krongauz, Y., Organ, D., Fleming, M., Krysl, P. 1996. Meshless methods: A n overview and recent development, Comput. Methods Appl.Mech. Engng. 139: pp. 3-47.
4) Onate, E., Idelsohn, S., Zienkievicz, O.C., Taylor, R.L., Sacco, C. 1996. A stabilized finite point method for analysis of fluid mechanics problems. Comput. Meth. Appl. Mech. Engng. 139: 315-346.
5) Onate, E., Idelsohn, S., Zienkievicz, O.C., Taylor, R.L. 1996. A finite point method in computational mechanics applications to convective transport and fluid flow", Int. J. Numer. Meth. Engng. 39: 3839-3866.
6) Bonet, J., Kulasegaram, S. 2002. A simplified approach to enhance the performance of smooth particle hydrodynamics methods. Applied Mathematics and Computation. 126:133-155.
7) Bonet, J., Hassani, B., Lok, L.T., Kulasegaram, S. 1997. Corrected smooth particle hydrodynamics- a reproducing kernel meshless method for computational mechanics in UK–5th ACME Annual Conference.
8) Unami, K., Kawachi, T., Munir, B.M., Itagaki, H. 1999. Two dimensional numerical model of spillway flow. Journal of Hydraulic Engineering. 5: 369–375.
9) Aizinger, V., and Dawson, C. 2002. A discontinuous Galerkin method for two dimensional flow and transport in shallow water. Advances in Water Resources, 25: 67–84
10) Zhou, X., Hon, Y.C. and Cheung, K.F. 2004. A grid-free, nonlinear shallow-water model with moving boundary. Journal of Engineering Analysis with Boundary Elements. 28: 967–973.
11) Arzani, H. 2006. A meshless method for the solution of shallow water equations. Doctoral Dissertation. School of Civil Engineering, Iran University of Science and Technology, Tehran.
12) Darbani, M., Ouahsine, A., Villon, P., Naceur, H. and Smaoui, H. 2011.Meshless method for shallow water equations with free surface flow. Applied Mathematics and Computation. 217: 5113–5124
13) Rodriguez-Paz, M. and Bonet, J. 2005. A corrected smooth particle hydrodynamics formulation of the shallow-water equations. Computers & Structures. 83:1396–1410.
14) Pan, X.F., Zhang, X. and Lu, M.W. 2005. Meshless Galerkin least-square method. Computational Mechanics. 35: 182–189.
15) Zhang, X., Liu, X.H., Song, K.Z. and Lu, M.W. 2001. Least-squares collocation meshless method. International Journal for Numerical Methods in Engineering. 51: 1089–1100.
16) Arzani, H., and Afshar, M.H. 2006.Solving Poisson’s equations by the discrete least square meshless method. Proceeding of 28th Boundary Elements and other Mesh Reduction Methods (BEM/MRM28), Skiathos, Greece
17) Arzani, H., and Afshar, M.H. 2007. Solution of spillways flow by discrete least square meshless methods. Proceeding of Second ECCOMAS Thematic Conference on Meshless Methods, Porto, Portugal
18) Quecedo, M., Pastor, M., Herreros, M.I., Ferna´ndez Merodo, j.A. and Zhang, Q. 2005. Comparison of Two Mathematical Models for Solving the Dam Break Problem Using the FEM Method. Journal of Computation Methods Applied Mechanic Engineering 194: 3984-4005.
19) Biscarini, C., Di Francesco, S.. And Manciola, P. 2010. Water resources Research And Documentation center. Villa La Colombella 0634 Perugia, Italy, Hydrol. Earth Syst. Sci., 14: 705-718.
20) Hsu, Hung-Chu. Kao, Ping-Chiao. Hwung, Hwung-Hweng. 2011. Numerical and Experimental study of dam-break flood propagation and its implication to sediment erosion. Proceedings of the 33rd Ocean Engineering Conference in Taiwan National Kaohsiung Marine University.
21) Prestininzi, Pietro. 2008. Suitability of the diffusive model for dam break simulation: Application to a CADAM experiment. Dipartimento di Scienza dell’Ingegneria Civile, Universita´ di Roma Tre, Via Vito Volterra 62 - 00146 Rome, Italy, Journal of Hydrology. 361: 172– 185.
22) Lei, Fu., Yee-Chung, Jin. 2014 Simulating Velocity Distribution of Dam Breaks with the Particle Method. American Society of Civil Engineers. 10.1061/ (ASCE) HY.1943-7900.0000915, 04014048(10).
23) Ataie-Ashtiani, B., Shobeiry, G., Farhadi, L. 2008 Modified Incompressible SPH method for simulating free surface problems. Fluid Dynamics Research. 40(9): 637- 661.
24) Cao, Z., Carling, P. 2002. Mathematical modelling of alluvial rivers: reality and myth. Part I: General overview. Water Maritime Eng. 154 207–220.
25) Sukumar, N. 2004. Construction of polygonal interpolants: a maximum entropy approach. International journal for numerical methods in engineering. 61(12): 2159-2181.
26) Arroyo, M., Ortiz, M. 2006. Local maximum entropy approximation schemes: a seamless bridge between finite elements and meshfree methods, International journal for numerical methods in engineering. 65(13): 2167-2202.
27) Gu, L,. 2003. Moving kriging interpolation and element free Galerkin method, International journal for numerical methods in engineering, 56(1): 1-11.
28) Liu, G.R. 2002 Mesh Free Methods: Moving Beyond the Finite Element Method. 1st Ed. CRC Press. Boca Raton, USA.
29) Liu, G.R., Gu, Y.T. 2005. An Introduction to Meshless Methods and their Programming. 1st Ed. Springer Press. Berlin, Germany.
30) Sukumar, N., Huang, Z., Prévost, J. H., Suo, Z. 2004. Partition of unity enrichment for bimaterial interface cracks. International journal for numerical methods in engineering. 59(8): 1075-1102.
31) Lancaster, L., Salkauskas, P. K. 1981. Surfaces generated by moving least squares methods. Mathematics of computation. 155(37): 141-158.
32) Fraccarollo, L., and Toro, E. F. 1995. Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems. J. Hydraul. Res. 33(6): 843 – 864.
33) Capart, H., and Young, D. 1998. Formation of a jump by the dam-break wave over a granular bed. ” J. Fluid Mech. 372:165 – 187.
_||_