首页> 外文会议>Reservoirs in a Changing World >The successful grouting of Heapey embankment, Anglezarke reservoir
【24h】

The successful grouting of Heapey embankment, Anglezarke reservoir

机译:安格扎克水库海比路堤成功灌浆

获取原文

摘要

Since the 1960's there have been a succession of reports of leakage of water from the downstream face of Heapey embankment, close to the eastern shoulder. In November 1997, during the refilling of the reservoir after a dry summer, the issue of water was sufficiently large to require an emergency draw-down of the reservoir. The draw-down procedure has been described by Page (2002). A ground investigation into the structure of the embankment and surrounding strata was undertaken and was followed by a phased grouting operation to control the leakage. On raising the reservoir level after the first phase grouting operation the leak continued in its original location. A second phase of grouting was undertaken during November and December 1999 which was successful.
机译:自1960年代以来,已经有一系列报道称,靠近东肩的Heapey路堤下游面漏水。 1997年11月,在一个干燥的夏季后对水库进行注水的过程中,积水量很大,需要紧急撤下水库。 Page(2002)已描述了提款程序。对路堤和周围地层的结构进行了地面调查,然后进行了分阶段的灌浆操作,以控制渗漏。在第一阶段灌浆操作之后,在提高油藏高度时,泄漏继续在其原始位置进行。在1999年11月和12月进行了第二阶段的灌浆,并取得了成功。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号