A Modified Muskingum Flow Routing Model for Flood Wave Propagation during River Ice Thawing-Breakup Period

被引:9
作者
Yang, Wanlong [1 ]
Wang, Jun [1 ]
Sui, Jueyi [2 ]
Zhang, Fangxiu [3 ]
Zhang, Baosen [3 ]
机构
[1] Hefei Univ Technol, Sch Civil & Hydraul Engn, Hefei, Anhui, Peoples R China
[2] Univ Northern British Columbia, Sch Engn, Prince George, BC, Canada
[3] Yellow River Inst Hydraul Res, Zhengzhou, Henan, Peoples R China
基金
中国国家自然科学基金;
关键词
Channel-storage; Ice cover; Muskingum routing method; River ice thawing; breakup period; PARAMETER-ESTIMATION;
D O I
10.1007/s11269-019-02412-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
During the period of river ice thawing and breakup process (termed as "ice cover thawing-breakup"), vast amount of water stored in ice-covered river reach will be released comparing to that under open flow condition. The flow routing process during river ice thawing-breakup period will be different from that under open flow condition, since water stored in and channel from ice thawing-breakup process and flow routing process are very complicated. If the flow routing process during river ice thawing-breakup period can be predicted, it will very important for flood protection in the downstream river reach. In present study, water released from ice cover thawing process is considered as the lateral inflow to the channel flow during propagation process of flood wave from upstream to downstream. A model for the flood routing process during river ice thawing-breakup period has been developed based on the Muskingum hydrologic method. Using the modified Muskingum model, the routed outflow hydrograph has been determined along the Baotou Reach of the Yellow River during river ice thawing-breakup period. Results showed that the simulated hydrographs using developed model agree well with those of field measurements.
引用
收藏
页码:4865 / 4878
页数:14
相关论文
共 20 条
[1]  
Bao H, 2007, J CHINA HYDRAUL ENG, V2007, P445
[2]   1991 ice jamming along the Saint John River: A case study [J].
Beltaos, S ;
Burrell, B ;
Ismail, S .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1996, 23 (02) :381-394
[3]  
Beltaos S., 1995, River Ice Jams
[4]  
Cunge J.A., 1969, J. Hydraul. Res., V7, P205, DOI DOI 10.1080/00221686909500264
[5]  
East China Institute of Water Resources (ECIWR), 1978, FLOOD FOR METH HUM A, P81
[6]   FLOOD ROUTING BY MUSKINGUM METHOD [J].
GILL, MA .
JOURNAL OF HYDROLOGY, 1978, 36 (3-4) :353-363
[7]   MUSKINGUM FLOOD ROUTING MODEL FOR MULTIPLE TRIBUTARIES [J].
KHAN, MH .
WATER RESOURCES RESEARCH, 1993, 29 (04) :1057-1062
[8]  
[李匡 Li Kuang], 2012, [南水北调与水利科技, South-to-North Water Diversion and Water Science & Technology], V10, P43
[9]   Parameters Estimation for the New Four-Parameter Nonlinear Muskingum Model Using the Particle Swarm Optimization [J].
Moghaddam, A. ;
Behmanesh, J. ;
Farsijani, A. .
WATER RESOURCES MANAGEMENT, 2016, 30 (07) :2143-2160
[10]   Parameter estimation of nonlinear muskingum models using genetic algorithm [J].
Mohan, S .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (02) :137-142