摘要
长洲水利枢纽外江工程截流的特点是流量大,且属深厚软基河床,采用无护底双戗堤立堵进占,实现了快速截流和降低工程造价的目的,也为深厚软基河床截流提供了较好的经验与借鉴。
Vertical closure with double embankments without bottom protection is done on the outer river of Changzhou Hydraulic Complex under the conditions of large flow as well as a deep, thick and soft riverbed. The method is of referential significance for it helps complete river closure rapidly and lower the project ccitt.
出处
《红水河》
2009年第6期120-123,共4页
Hongshui River
关键词
软基河床
截流施工
长洲水利枢纽
river bed with soft foundation
closure engineering
Changzhou Hydraulic Complex
