Application of a numerical model in flood routing in the lower Yellow River

Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition)

Volumn 39, Issue 1, 2007, Pages 6-12

  Zhao, Lian Jun ^a   Jiang, En Hui ^a   Dong, Qi Hua ^a   Wu, Xiang Ju ^a   Gao, Wen Yong ^b  

^a YELLOW RIVER INSTITUTE OF HYDRAULIC RESEARCH   (China)

^b YRCC   (China)

Author keywords

Flood level; Flood routing; Prediction; The lower Yellow River

Indexed keywords

COMPUTER SIMULATION; FORECASTING; MATHEMATICAL MODELS; NUMERICAL METHODS;

ABNORMAL PHENOMENA; DISCHARGE PROCESSES; FLOOD LEVEL; FLOOD ROUTING; LOWER YELLOW RIVER; NUMERICAL MODEL; PREDICTION; REAL TIME FORECAST; SIMULATED SEDIMENT CONCENTRATION PROCESS;

SEDIMENT TRANSPORT;

EID: 34047248671     PISSN: 10093087     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. Zhang Hongwu, Huang Yuandong, Zhao Lianjun, et al. A mathematical model for unsteady sediment transport in the lower Yellow River (I) model equations and numerical method[J]. Advances in Water Science, 2002, 13(3): 265-270.
2. Zhao Lianjun, Zhang Hongwu. Study of flow frictional characteristics in the lower Yellow River channel[J]. Yellow River, 1997(9): 17-20.
3. Zhao Lianjun, Tan Guangming, Wei Zhilin, et al. Study on calculation method about exchanging between suspended load and bed load in the lower reaches of the Yellow River[J]. Advances in Water Science, 2005, 16(2): 155-163.
4. Zhang Hongwu, Huang Yuandong, Zhao Lianjun, et al. A mathematical model for unsteady sediment transport in the lower Yellow River (II) model verification[J]. Advances in Water Science, 2002, 13(3): 271-277.
5. Zhang Hongwu, Zhao Lianjun, Wang Guangqian, et al. Qua-di-2D mathematical model for morphology of the lower Yellow River[J]. Journal of Hydraulic Engineering, 2003(4): 1-7.
6. Zhao Lianjun, Tan Guangming, Wei Zhilin, et al. Computation of bed-load gradation composition in natural river[J]. Engineering Journal of Wuhan University, 2005(2): 25-29.