摘要
通过对迪那河五一水库库区的卸荷岩体,在水库建成蓄水条件下进行滑坡涌浪计算,分析了滑坡涌浪对水库大坝及其它建筑物的影响。计算结果表明,卸荷岩体坍塌至大坝处最高涌浪为1.0 m,对水库大坝无不利影响,更不会对坝后建筑物构成威胁,对工程安全运行影响较小。
The influences of the swelling wave by the unloaded rockmass on dam and other structures are analyzed through calculation of the swelling wave by landslide of the unloaded rock mass in Wuyi reservoir area in condition of the reservoir impoundment. The calculation presents that the maximum height of the swelling wave by the unloaded rock mass collapse is 1. 0 m at the dam. This is without any risk to the dam or any further endanger to structures at the dam toe. It slightly affects the safety operation of the dam.
出处
《西北水电》
2016年第2期27-29,37,共4页
Northwest Hydropower
关键词
水库
滑坡
涌浪
影响分析
潘家铮法
reservoir
landslide
swelling wave
analysis on influence
Pan Jiazheng Method
