文章摘要
晁江琴, 徐世光, 范柱国, 尚利康.云南省某岩溶隧洞涌水量预测Journal of Water Resources and Water Engineering[J].,2013,24(6):167-170
云南省某岩溶隧洞涌水量预测
Forecast of karst water bursting in one rock dissolving tunnel of Yunnan Province
  
DOI:10.11705/j.issn.1672-643X.2013.06.039
中文关键词: 岩溶涌水  涌水量预测  大五山隧洞6号支洞  牛栏江-滇池补水工程
英文关键词: karst water bursting  forecast of karst water bursting  tunnel 6 of Dawushan  Niu Lanjiang-Dian chi replenishment project
基金项目:
Author NameAffiliation
CHAO Jiangqin1, XU Shiguang2, FAN Zhuguo1, SHANG Likang1 (1.昆明理工大学 云南 昆明 650093 2.云南地勘工程总公司 云南 昆明 650041) 
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中文摘要:
      云南省牛栏江-滇池补水工程大五山隧洞6号支洞在施工过程中排水量持续不减,影响施工进度。为指导下步施工工作,选用Q-S曲线法、比拟法和大井法三种方法对支洞涌水量进行了预测,结果分别为25 088,17 580,24 528 m3/d。经对比,水文地质比拟法误差最小,与隧洞施工开挖实况吻合较好,涌水量计算结果可直接指导施工。
英文摘要:
      The water discharge continues unabating in the construction of Niulanjiang-Dianchi replenishment project of Tunnel 6 in Yunnan Province, witch affects the construction progress.In order to guide the next construction work,the Q-S curve method,hydro-geological analogue method and Dajing method were chosen to predict water inflow. The forecast results of three method are 25088,17580,24528 cubic meters per day respectively.By contrast,The minimum error is hydro-geological analogy method that accords with actual tunnel construction excavation.The calculation results of karst water bursting can directly guide the construction.
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