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FLOOD ROUTING MODELS IN CONFLUENT AND DIVIDING CHANNELS
引用本文:范平,李家春,刘青泉. FLOOD ROUTING MODELS IN CONFLUENT AND DIVIDING CHANNELS[J]. 应用数学和力学(英文版), 2004, 25(12): 1333-1343. DOI: 10.1007/BF02438290
作者姓名:范平  李家春  刘青泉
作者单位:(DES,InstituteofMechanics,CAS,Beijing100080,P.R.China)
基金项目:theNationalNaturalScienceFoundationofChina (1 0 0 0 2 0 2 3,1 0 3 3 2 0 50 )
摘    要:
By introducing a water depth connecting formula, the hydraulic equations in the dividing channel system were coupled and the relation of discharge distribution between the branches of the dividing channels can be yielded. In this manner, a numerical model for the confluent channels was established to study the variation of backwater effects with the parameters in the channel junction. The meeting of flood peaks in the mainstream and tributary can be analyzed with this model. The flood peak meeting is found to be a major factor for the extremely high water level in the mainstream during the 1998 Yangtze River flood. Subsequently the variations of discharge distribution and water level with channel parameters between each branch in this system were studied as well. As a result, flood evolution caused by Jingjiang River shortcut and sediment deposition in the entrance of dividing channels of the Yangtze River may be qualitatively elucidated. It is suggested to be an effective measure for flood mitigation to enhance regulation capability of reservoirs available upstream of the tributaries and harness branch entrance channels.

关 键 词:通道融合 回水效应 洪水演算模型 扬子江 洪峰流量
收稿时间:2003-05-16

Flood routing models in confluent and dividing channels
Ping,Fan,Jia-chun,Li,Qing-quan,Liu. Flood routing models in confluent and dividing channels[J]. Applied Mathematics and Mechanics(English Edition), 2004, 25(12): 1333-1343. DOI: 10.1007/BF02438290
Authors:Ping  Fan  Jia-chun  Li  Qing-quan  Liu
Affiliation:DES, Institute of Mechanics, CAS, Beijing 100080, P. R.China
Abstract:
By introducing a water depth connecting formula, the hydraulic equations in the dividing channel system were coupled and the relation of discharge distribution between the branches of the dividing channels can be yielded. In this manner, a numerical model for the confluent channels was established to study the variation of backwater effects with the parameters in the channel junction. The meeting of flood peaks in the mainstream and tributary can be analyzed with this model.The flood peak meeting is found to be a major factor for the extremely high water level in the mainstream during the 1998 Yangtze River flood. Subsequently the variations of discharge distribution and water level with channel parameters between each branch in this system were studied as well. As a result, flood evolution caused by Jingjiang River shortcut and sediment deposition in the entrance of dividing channels of the Yangtze River may be qualitatively elucidated.It is suggested to be an effective measure for flood mitigation to enhance regulation capability of reservoirs available upstream of the tributaries and harness branch entrance channels.
Keywords:confluent channels  dividing channels  backwater effect  flood peak meeting  the Yangtze River
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