| 厦门嵩屿电厂取水区域泥沙问题分析 |
| |
| 引用本文： | 徐啸.厦门嵩屿电厂取水区域泥沙问题分析[J].台湾海峡,1998,17(1):9-15. |
| |
| 作者姓名： | 徐啸 |
| |
| 作者单位： | 南京水利科学研究院!南京，210024 |
| |
| 摘 要： | 本文在现场实测资料及模型试验成果基础上，针对嵩屿电厂三期工程具体特点，分析了九龙江河主取水口水域的自然条件和河床冲淤变化计算了取水口附近泥沙回淤量，并对取水口区域岸稳定性作了分析。结果表明，嵩屿电厂三期取水口建成后，其附近泥沙回淤强度为２５－２７ｃｍ／ａ。
|
| 关 键 词： | 泥沙回淤 厦门 河口泥沙 嵩屿电厂区域 水样 |
A study on siltation in water intake area of Xiamen Songyu Power Plant |
| |
| Xu Xiao.A study on siltation in water intake area of Xiamen Songyu Power Plant[J].Journal of Oceanography In Taiwan Strait,1998,17(1):9-15. |
| |
| Authors: | Xu Xiao |
| |
| Abstract: | Based on field data and modelling results on water intake of Songyu Power Plant,this paper aims at studying the particular characteristics of the third-stage engineering of Songyu Power plant,analyses the natural conditions of estuary of Jiulongjiang River and water intake area, and variations of river bed. Calculates the sediment siltation near the water in take area,and analyses shore stability of water intake area. The results indicate that sediment de-posit ratio after the buildlng of the third-stage engineering of water lntake of Songyu Power plant is about 25~27cm/a. |
| |
| Keywords: | Sediment deposit Xiamen |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
