中国防汛抗旱Issue(1)：65-69,5.
黑龙江同抚堤溃堤洪水淹没及退水过程分析
Emergency Response on Flooding and Subsiding Process for Levee-breach at Tongfu Section of Heilongjiang River
张红萍 1刘舒 2胡昌伟 1徐卫红2
作者信息
- 1. 中国水利水电科学研究院，北京100038
- 2. 水利部防洪抗旱减灾工程技术研究中心，北京100038
- 折叠
摘要
Abstract
On August 23, 2013 ,The levee at Tongfu section of Heilongjiang River was breached. As a result, 48 vil ages were flooded and more than 3,000 people were urgently evacuated, which let to ice-blocked at Heilongjiang River for 5 months. As an emergency requirement from National Flood Control and Drought Relief Agencies, 2-dimensional hydrodynamic model has been developed to analyze the flooding and subsiding process in order to provide optimization plans for flood water draining and residents returning to homeland.关键词
溃堤洪水/二维水动力学模型/应急分析模拟/同抚堤Key words
levee-break flood/2-dimensional hydrodynamic model/flood emergency analysis分类
建筑与水利引用本文复制引用
张红萍,刘舒,胡昌伟,徐卫红..黑龙江同抚堤溃堤洪水淹没及退水过程分析[J].中国防汛抗旱,2015,(1):65-69,5.
