吴时强, 吴修锋, 周辉, 童中山, 杨锋, 余松. 淮河临淮岗洪水控制工程洪水调度模型研究[J]. 水科学进展, 2005, 16(2): 196-202.
引用本文: 吴时强, 吴修锋, 周辉, 童中山, 杨锋, 余松. 淮河临淮岗洪水控制工程洪水调度模型研究[J]. 水科学进展, 2005, 16(2): 196-202.
WU Shi-qiang, WU Xiu-feng, ZHOU Hui, TONG Zhong-shan, YANG Feng, YU Song. Flood control operation numerical model for Linhuaigang project on Huai River[J]. Advances in Water Science, 2005, 16(2): 196-202.
Citation: WU Shi-qiang, WU Xiu-feng, ZHOU Hui, TONG Zhong-shan, YANG Feng, YU Song. Flood control operation numerical model for Linhuaigang project on Huai River[J]. Advances in Water Science, 2005, 16(2): 196-202.

淮河临淮岗洪水控制工程洪水调度模型研究

Flood control operation numerical model for Linhuaigang project on Huai River

  • 摘要: 为了建立临淮岗工程洪水调度运行模型,建立了淮河中游润河集至鲁台子区段一维和二维嵌套式洪水演进模型,利用1982年和1991年实测洪水过程,验证所建立的数学模型。验证结果表明,所采用的数学模型能够较好地预报洪水演进过程,可为临淮岗工程运行调度方案确定提供科学依据。

     

    Abstract: A flood control operation model for Linhuaigang flood control project on Huai River is developed in this paper.The model is based on the middle breach of Huai River from Runheji to Lutaizi sections,which combines with 1-D for the branch and 2-D model for the main river and flood retention basin.The verification of the model is carried out by using flood of 1982 and 1991 data.They show that the results using this model are good agreeable with the field data However,the model can be applied to forecast the flood process and determined optimal operation modes for Linhuaigang project and flood retentions.

     

/

返回文章
返回