ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2017 ›› Issue (6): 63-68.

• 监测技术 • 上一篇    下一篇

珊溪水库增设大坝量水堰工程措施研究

王栋良,郎玲芳   

  1. 中国电建集团华东勘测设计研究院有限公司,浙江杭州,311122
  • 收稿日期:2017-06-29 出版日期:2017-12-08 发布日期:2017-12-08
  • 作者简介:王栋良(1985- ),男,浙江杭州人,工程师,主要从事水工设计相关工作。

Study on adding flow measuring weir for Shanxi reservoir

WANG Dong-liang and LANG Ling-fang   

  1. PowerChina Huadong Engineering Corporation Limited
  • Received:2017-06-29 Online:2017-12-08 Published:2017-12-08

摘要: 珊溪水库工程建成于2000年,在大坝坝基及面板周边缝内埋设了渗压计,可通过渗压观测资料分析、判断坝基的渗漏情况,但随着水库的运行,多数渗压计已损坏、失效,无法提供正常的量测数据。为确保大坝安全,需恢复大坝的渗流观测设施,因此笔者对设置坝后量水堰的工程措施进行了研究。

关键词: 珊溪水库工程, 渗压计, 渗流观测, 量水堰, 防渗墙

Abstract: The Shanxi reservoir was completed in 2000. The osmometers were buried in the dam foundation and the perimeter joints of the face slab. The leakage of dam foundation can be determined by analysis of the observation data. After years of operation, most of the osmometers have been damaged or failed, and cauld not provide measurement data. To ensure dam safety, the seepage observation facilities of the dam need to be restored. In this paper, the author studies the engineering measures to add flow measuring weir behind dam.

Key words: Shanxi reservoir, osmometer, seepage observation, flow measuring weir, cut-off wall