Abstract
Based on a depth-averaged 2D numerical river model, the flow and sediment movement downstream of the Cuijiaying dam Hanjiang River(China) are investigated. A new technique is employed to achieve synchronous dynamic visualization of topography and velocity field. The calculating results can reflect the relationship between flow and corresponding topography.
Similar content being viewed by others
References
GUO Qing-cao, HAN Qi-wei, HE Min-min. Two dimensional tidal current and sedimentation mathematical model[J]. Journal of Sediment Research, 1996, 3(1): 48–55. (in Chinese)
WU Wei-ming, QI Hong-hai, WANG Sam S. Y. Depth-averaged 2-D model of tidal flow in estuaries [A]. World Water Congress[C]. IWA, USA, 2004, 138–148.
ZHOU Jian-jun, LIN Bing-nan. 2-D mathematical model for suspend sediment, Part 1-Model theories and validation[J]. Journal of Basic Science and Engineering, 1995, 3(1): 78–98. (in Chinese)
LI Ben-xia, YU Xi-Ping. YU Yu-xiu. A 2-D numerical irregular wave tank and its verification[J]. Journal of Hydrodynamics, Ser. B, 2005, 17 (2): 222–227.
XU Zu-xin, YIN Hai-long. Development of coupled 1D-2D mathematical models for tidal rivers[J]. Journal of Hydrodynamics, Ser. B, 2004, 16 (6): 767–776.
SHI Jiu-xin, LE Ken-tang, YIN Bao-shu et al. Numerical simulation of the tidal motion and suspended sediment transport in the radial sandbank area of the Southern Yellow Sea[J]. Journal of Hydrodynamics, Ser. B, 2004, 16 (5): 555–563.
YIN Ze-gao, ZHAN Tu-qiao. SUN Dong-po et al. 2-D numerical simulation of crush bedrock river[J]. Journal of Hydrodynamics, Ser. B, 2004, 16 (4): 449–454.
KANG Ling, WANG Cheng, JIANG Tie-bing. A new genetic simulated annealing algorithm for flood routing model[J]. Journal of Hydrodynamics, Ser. B, 2004, 16 (2):233–239.
LU Yong-jun, CHEN Guo-xiang. A non-uniform sediment transport model with the boundary-fitting orthogonal coordinate system[J]. Journal of Hydrodynamics, Ser. B, 2002, 4(1): 64–68.
YU Ming-hui, YUAN Xiong-yan, LIU He-xiang et al. A horizontal 2-D hydraulic model of fine conservation[J]. Journal of Wuhan University (Engineering Edition), 2002, 35(3): 1–5. (in Chinese)
YU Ming-hui, ZHANG Xiao-feng. Horizontal 2-D uneven sediment mathematical model in dike burst[J]. Advances in Water Science, 2001, 12(3):286–290. (in Chinese)
WANG Wen-ke, CHEN Qian, GUO Zhong-hai et al. Mixed language programming of VB and Fortran through DLL[M]. Computer Development and Applications, 2002, 15(2): 22–24. (in Chinese).
YANG Yuan-ping, XU Jin-huan. Dynamic visualization or current pattern based on improved Euler method[J]. Journal of Waterway and Harbour, 2003, 24(1): 31–33. (in Chinese)
REGELSKI M., WALNUM C., BRANDON W. Buiding multimedia applications with visual Basic 4 [M]. American: QUE Corporation, 1995.
FENG Yao-lin. Introduction to Microsoft FORTRAN Powerstation V4.0[M]. Xi’an: Xi’an University of Electronic Science and Technology Press, 1999. (in Chinese)
Author information
Authors and Affiliations
Corresponding author
Additional information
Project supported by the National Key Basic Research Development 973 Program of China (Grant No: 2003CB415200).
Biography: YU Ming-hui (1969-), Female, Ph. D., Associate Professor
Rights and permissions
About this article
Cite this article
Yu, Mh., Xu, Jj., Wan, Yy. et al. Simulation and Dynamic Visualization of Flow and Sediment Motion Downstream of Cuijiaying Dam. J Hydrodyn 18, 492–498 (2006). https://doi.org/10.1016/S1001-6058(06)60125-X
Received:
Published:
Issue Date:
DOI: https://doi.org/10.1016/S1001-6058(06)60125-X