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隧道涌水量预测的研究
引用本文:田海涛,董益华,王延辉.隧道涌水量预测的研究[J].水利与建筑工程学报,2007,5(3):75-77,97.
作者姓名:田海涛  董益华  王延辉
作者单位:华北水利水电学院,河南,郑州,450011;华北水利水电学院,河南,郑州,450011;华北水利水电学院,河南,郑州,450011
摘    要:论述了利用地下水动力学法和模糊数学方法预测隧道涌水量。如果给出施工前和施工初期水文和工程地质参数资料,就可利用地下水动力学中的经验公式,预测隧道涌水量以及涌水量变化过程,该法可以用于指导隧道的总体设计及施工。根据影响隧道涌水量的主要因素,提出运用模糊贴近度预测隧道涌水量的理论,根据计算结果,证明该法预测结果具有一定的参考价值。

关 键 词:隧道涌水量  预测  模糊贴近度
文章编号:1672-1144(2007)03-0075-03
收稿时间:2007-03-22
修稿时间:2007-03-222007-04-04

Study on Forecasting for Water-gushed Yeild of Tunnel
TIAN Hai-tao,DONG Yi-hua,WANG Yan-hui.Study on Forecasting for Water-gushed Yeild of Tunnel[J].Journal of Water Resources Architectural Engineering,2007,5(3):75-77,97.
Authors:TIAN Hai-tao  DONG Yi-hua  WANG Yan-hui
Abstract:It is discussed that the water-gushed yeild of a tunnel is predicted by utilizing the underground hydrodynamic method and the fuzzy mathematic method. If the parameter date of the hydrology and engineering geology before construction and in initial period of construction are given, the empirical formula in the underground hydrodynamics may be used to forecast the water-gushed yeild of a tunnel as well as its change process. The method may be used to instruct the general design and construction. According to the primary factors to affect the water-gushed yeild of a tunnel, the theory is proposed to forecast the water-gushed yeild of a tunnel by using the fuzzy closeness degree. According to the computed results, it is proved that the forecasted result with the method has a certain reference value.
Keywords:water gushed yeild of tunnel  forecast  fuzzy closeness degree
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