摘要
桃源水电站库区总体地形低矮、平缓,库岸以冲积堆积Ⅰ级阶地为主,沿岸部分利用已建防洪大堤挡水成库,成库条件较差。水库蓄水运行初期,库岸再造明显。对库岸、堤垸和护坡运行现状进行调查,并对其稳定进行分析,总结出岸坡局部损毁采用抛填卵石生态修复经验。
The terrain of Taoyuan hydropower station is low and flat.The reservoir bank mainly consists of the first grade terrace.Part of the reservoir bank takes use of existing levee.Reservoir bank rebuilding occurred during the initial stage of impoundment.The operation status of the reservoir bank,levee and the revetment is investigated and the stability is analyzed.Moreover,rehabilitation by pebble dumping for some local damage is advanced,for reference.
作者
田国民
尹望军
赵佳作
TIAN Guomin;YIN Wangjun;ZHAO Jiazuo(Taoyuan Development Co.,Ltd)
出处
《大坝与安全》
2020年第5期40-43,共4页
Dam & Safety
关键词
桃源水电站
库岸
护坡
抛填卵石
Taoyuan hydropower station
reservoir bank
revetment
pebble dumping
