摘要
引黄南干7号隧洞,全长43.5km,其中28.5km的洞线穿过宁静向斜核部,地下水位高出洞线50~300m。本文分析了7号隧洞洞线的富水地层及其构造特征,含水岩性及其富水特征,区域隔水层、地下水的循环动态,开挖后的涌水因素及相邻隧洞的涌水现象;估算并预测了它的涌水量。最后对影响施工的因素和开挖隧洞的注意事项做了简要的阐述。
The whole length of No.7 tunnel in the South Main Line of the YRDP is 43.5km,of which 28.5km cross the syncline core area,the level of ground water in this area is 50 300m higher than that of the tunnel line.The water bearing stratum and its tectonic characteristics along the tunnel line,aqueous petrofabrics and its water enrichment feature,regional water resisting layer,dynamic circulation of the ground water,cause of water gushing after the tunnel excavation and water gushing phenomena of the adjacent tunnel are analysed.In addition,the amount of water gushing of No.7 tunnel is estimated and predicted.Finally,the factors influencing construction and the method of excavation for tunnel are explained briefly.
出处
《山西水利科技》
1998年第2期48-52,共5页
Shanxi Hydrotechnics
关键词
涌水
断层
破碎带
富水特征
引水隧洞
涌水量
Water Gushing\ Fault Zone\ Tectonic Characteristics\ Crushed Zone Water Enrichment Feature