Xây dựng chương trình mô phỏng dòng chảy mặt thoáng hai chiều tổng quát Phần ii: Các kết quả tính toán kiểm nghiệm và so sánh

1. Nguyen Tat Thang and Nguyen The Hung (2009), “Application of a Godunov type numerical scheme and a domain decomposition technique to the parallel computation of tidal propagation”, VNU Journal of Science, Earth Sciences, Vol. 25, No. 2, pp.104-115.

2. Hirsch, c. (1988), Numerical Computation of Internal and External Flows. Vol. 1: Fundmentals of Numerical Discretization, Wiley. Chichester. England.

3. Kenji Kawaike, Kazuya Inoue and Keiichi Toda (2000), Inundation flow modeling in urban area based on the unstructured meshes, Hydrosoft 2000, Hydraulic Engineering Software, VIII, WIT Press, pp.457-466.

4. Nguyen Tat Thang, Kazuya Inoue, Keiichi Toda and Kenji Kawaike (2004), “Flood inundation analysis based on unstructured meshes for the Hanoi central area”, Annual Journal of Hydraulic Engineering, JSCE, Vol. 48, pp. 601-606.

5. Anastasiou, K. và Chan, C.T. (1997), “Solution of the 2D shallow water equations using the finite vol umemethod on unstructured triangular meshes", International Journal for Numerical Method in Fluids, Vol. 24, pp. 1225-1245.

6. www.duflow.nl

7. ClemmensA.J., Holly F.M.Jr., and Schuurmans w. (1993), “Description and Evaluation of Program: Dufiow,"J. Irrig. and Drain. Engrg. Volume 119, Issue 4, pp. 724-734

8. Duflow user manual

9. http://TELEMACsystem.com

10. Malcherek, A. (2000), “Application of TELEMAC-2D in a narrow estuarine tributary”, Hydrological Processes, Vol. 14, Issue 13, pp.2293-2300

11. TELEMAC-2D user manual

12. Morris, M.w. (2000), CADAM Concerted Action on Dambreak Modelling, Final Report SR 571

13. Bento Franco A., Betâmio de Almeida A. và Viseu T. (1997), Tuyển tập các công trình của các hội nghị của CADAM, WGDM Belgium Meeting.