| 河道崩岸治理方法及典型实例分析 |
| |
| 引用本文： | 仲琳,臧英平,钱海峰,周玲霞.河道崩岸治理方法及典型实例分析[J].中国水利,2011(16):31-33. |
| |
| 作者姓名： | 仲琳 臧英平 钱海峰 周玲霞 |
| |
| 作者单位： | 江苏省南京市长江河道管理处,210011,南京 |
| |
| 摘 要： | 结合长江河道崩岸岸段治理现状．对抛石、四面六边体框架群、混凝土铰链排、柴排等护岸结构形式进行适应性分析，并结合典型窝崩岸段治理实例，对护岸效果进行分析，结果表明，在南京河段水沙条件下，抛石结合四面六边体框架群的护岸形式对窝崩治理的促淤、减速、稳定作用明显。
|
| 关 键 词： | 抛石 四面六边体框架群 混凝土铰链排 崩岸 长江南京河段 |
Methods and typical case analysis of bank collapse control |
| |
| Zhong Lin,Zang Yingping,Qian Haifeng,Zhou Linxia.Methods and typical case analysis of bank collapse control[J].China Water Resources,2011(16):31-33. |
| |
| Authors: | Zhong Lin Zang Yingping Qian Haifeng Zhou Linxia |
| |
| Affiliation: | Zhong Lin,Zang Yingping,Qian Haifeng,Zhou Lingxia |
| |
| Abstract: | Based on the current situation of structures for bank collapse protection on the Yangtze River,analysis on compatibility of different types of structure for bank protection is conducted,including riprap,tetrahedron frame structure,concrete hinged mattress and fascine revetment.The result shows that the rock riprap and tetrahedron frame structure can accelerate sediment discharge,slow down flood speed and ensure bank stability under the water-sediment condition of the Nanjing Section. |
| |
| Keywords: | rock riprap tetrahedron frame structure concrete hinged mattress bank collapse Nanjing Section of the Yangtze River |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
