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1)  variable-pressure water tunnel
变压力水洞
2)  pressure water conveyance tunnel
压力输水洞
3)  hydraulic pressure tunnel
水工压力隧洞
1.
A hydraulic pressure tunnel s structure is very complex.
水工压力隧洞结构复杂,进行有限元分析时其前后处理及计算的工作量巨大,因此寻求一种有效的简化算法尤为重要。
2.
Based on the unified strength theory and the elastic-brittle-plastic softening model,analytical solutions of stress and tunnel wall displacement for circular hydraulic pressure tunnels are deduced considering the principal stress orders under different engineering conditions,rock strain softening,shear dilation and seepage.
基于统一强度理论和弹脆塑性软化模型,考虑不同工况下主应力顺序、岩石应变软化、剪胀和渗流等综合影响,推导了圆形水工压力隧洞应力和洞壁位移解析解。
4)  water exit pressure adit
出水压力平洞
1.
There are some concrete faults in varying degrees in the triple-stage pump station of the General Trunk Line, the water exit pressure adit and shaft of the 1#and 2#Pump Stations of the South Trunk Line of YRDP in the late stage of the construction and in the course of the trial water diversion.
山西省万家寨引黄工程总干三级,南干一、二泵站出水压力平洞和竖井在施工后期和试通水过程中发现存在不同程度的混凝土质量缺陷。
5)  pressurized water conveyance tunnel
压力输水隧洞
6)  pressure diversion tunnel
压力引水隧洞
1.
Through the test of rock-anchored beam concrete vibration induced by blasting of the main workshop and its adjacent pressure diversion tunnels,attenuation coefficient of seismic wave and factors coefficient are acquired by the method of regression analysis according to Sadaovsky empirical formula,and the empirical formula of seismic wave are obtained.
通过测试邻近压力引水隧洞和主厂房爆破开挖对岩锚梁混凝土的影响,根据萨道夫斯基经验公式,采用回归分析方法计算出爆破地震波衰减系数α和因素系数K,得到地下洞室爆破地震波传播衰减经验公式。
补充资料:地下水水资源评价(见水资源评价)


地下水水资源评价(见水资源评价)


  d ixiashui shuiziyuan Ping】ia地下水水资源评价见水资源评价。
  
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