ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2020 ›› Issue (3): 11-.

• 监测技术 • 上一篇    下一篇

柔性测斜仪在300 m 级超高土石坝变形监测中的探索性应用研究

文   豪   

  1. 国电大渡河双江口工程建设管理分公司,四川 马尔康,624005
  • 收稿日期:2019-09-19 修回日期:2019-11-08 出版日期:2020-06-08 发布日期:2020-06-08
  • 作者简介:文 豪(1970— ),男,四川丹棱人,高级工程师,主要从事水电工程大坝安全监测管理工作。

Exploratory application of flexible inclinometer to deformation monitoring of 300-meter high earthrock dam

WEN Hao   

  1. Guodian Dadu River Shuangjiangkou Project Construction and Management Co., Ltd.
  • Received:2019-09-19 Revised:2019-11-08 Online:2020-06-08 Published:2020-06-08

摘要: 传统仪器已难以适应300 m级超高土石坝对安全监测的技术要求,如心墙内水平位移和垂直位移监测、上游堆石区蓄水及运行期的垂直位移监测,目前国内外尚无有效的改进监测手段和方法。提出了采用柔性测斜仪对心墙分层水平位移、心墙分层垂直位移以及上游堆石区分层垂直位移进行监测的新方法,详细介绍了仪器工作原理及监测布置方案,对类似工程有参考价值。

关键词: 300 m级高土石坝, 柔性测斜仪, 垂直和水平位移, 监测

Abstract: For safety monitoring of 300-meter super high earth-rock dams, the traditional instruments have difficulties to meet the technical requirements in aspects such as monitoring of horizontal displacement and vertical displacement in the core wall, as well as vertical displacement monitoring of upstream rockfill zone during water impoundment and operation. Currently, there are no effective monitoring methods domestic and abroad. This paper puts forward a new method for monitoring of both horizontal and vertical displacement of the core wall, and the vertical displacement of upstream rockfill zone by using the flexible inclinometer. The working principle of the instrument and its monitoring scheme are introduced in detail, worth reference.

Key words: 300-meter high earth-rock dam, flexible inclinometer, vertical and horizontal displacement, monitoring