| 抛石护岸防冲的几个问题 |
| |
| 引用本文： | 毛佩郁,毛昶熙. 抛石护岸防冲的几个问题[J]. 水利水运工程学报, 1999, 0(2): 146-157 |
| |
| 作者姓名： | 毛佩郁 毛昶熙 |
| |
| 作者单位： | 1. 南京水利科学研究院河港研究所
2. 南京水利科学研究院水工研究所 |
| |
| 基金项目： | 水利部水利科技基金，， |
| |
| 摘 要： | 根据河湾迎流顶冲位置和河床冲深，确定护岸范围和优选护岸护底方案。对于抛石护岸所应用的土工织物滤层的规格和国外典型实例作了介绍，并分析试验资料，给出了抛石大小和抛石落距的计算公式。
|
| 关 键 词： | 护岸 防冲 抛石 河湾 土工织物 计算公式 |
| 修稿时间： | 1998－08－05 |
Several problems of scour protection by riprap bank |
| |
| Mao Peiyu,Mao Changxi. Several problems of scour protection by riprap bank[J]. Hydro-Science and Engineering, 1999, 0(2): 146-157 |
| |
| Authors: | Mao Peiyu Mao Changxi |
| |
| Affiliation: | Nanjing Hydraulic Research Institute |
| |
| Abstract: | Based on the scouring position and depth by current in river bend the scope of bank protection and better selection scheme of bank protection are determined. The riprap bank protection with geotextile filter and foreign typical examples are introduced. By analyzing experimental data the calculating formulas for stone size and falling distance of riprap are given. |
| |
| Keywords: | bank protection scour protection riprap river bend geotextile calculating formula |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《水利水运工程学报》浏览原始摘要信息 |
|
点击此处可从《水利水运工程学报》下载全文 |
