压力引水隧洞,pressure diversion tunnel
1)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 adjacentpressure 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。
2)high pressure water carriage tunnel高压引水隧洞
1.On the basis of concrete lining deformation character with crack emerged, a design method ofhigh pressure water carriage tunnel lining is put up.在借助渗流体积力考虑渗流场的力学效应，并由室内试验获得渗透系数随应力水平而变化的关系式的基础上，建立了裂缝混凝土衬砌和渗水围岩地层中渗流场与应力场的耦合计算模型，然后根据衬砌混凝土裂缝出现和开展后的受力变形的特征，提出了一种可供高压引水隧洞衬砌配筋采用的计算方法，并将其应用于广蓄电站二期工程高压引水隧洞衬砌的设计研究。
3)Diversion Type Pressure Tunnel有压引水隧洞
1.Researches on the Condition of Cavitation of UnlinedDiversion Type Pressure Tunnel and the Stability of Surrounding Rock;不衬砌有压引水隧洞成洞条件及围岩稳定研究
英文短句/例句
1.Researches on the Condition of Cavitation of Unlined Diversion Type Pressure Tunnel and the Stability of Surrounding Rock;不衬砌有压引水隧洞成洞条件及围岩稳定研究
2.Study on Pressure Hydraulic Tunnel Seepage Field"s Mechanical Effect and Its Application水工有压引水隧洞渗流场的力学效应研究及工程应用
3.A Report about the Fabricating Penstocks for the Seepage Tunnel of Tianshengqiao Hydroelectric Power Station;天生桥二级水电站三号引水隧洞压力钢管制作
4.Numerical simulation of water-air two-phase flow with free surface in long tunnel长距离无压引水隧洞水气两相流数值模拟
5.Numerical simulation on water-filling process of long-distance non-pressure water diversion tunnel based on VOF method基于VOF法的长距离无压引水隧洞充水过程模拟
6.Calculation of Outfall Pressure and Water Carrying Capacity of Hydraulic Tunnel under Pressure;水工有压隧洞出口断面压强及输水能力的计算
7.Water pressure outside pressure tunnel under water-tight layer and effective stress of seepage不透水层压力隧洞外渗透压力和渗流有效应力
8.6 standard rail transport construction technology of the Baixi diversion tunnel in Ningbo宁波白溪引水隧洞6标有轨运输施工技术
9.An Approach to the Coefficient or Reduction of External Water Pressure Value in the Diversion Tunnel at Xiangshui Hydropower Station响水电站引水隧洞外水压力值折减系数的问题探讨
10.Hydraulic Transients Research on Free-flow Tunnel of Conduit System of Hydropower Station;水电站引水发电系统无压隧洞水力过渡过程研究
11.Effective Ventilating Length of Tailrace Tunnel in Hydropower Stations水电站无压尾水洞引风有效作用长度
12.Vibration Influence on the Existed Railway Tunnel by Blasting Construction of Underpass Diversion Tunnel and Countermeasures引水隧洞下穿既有铁路隧道爆破施工振动影响及对策
13.Monte Carlo Solution of Two-Dimensional Potential Flow in Outlet Structure of Pressure Tunnel;有压隧洞出口段水流的二维势流蒙特卡罗解
14.Elastic Stress Analysis of Hydraulic Pressure Tunnel with Single-and Double-Layer Reinforced Concrete Lining Structure水工有压隧洞单双筋衬砌结构弹性应力分析
15.Numerical Simulation on Layout for Overflow Weir in Free-Flow Tunnel of Conduit System;引水发电系统无压隧洞中弃水堰位置的数值模拟研究
16.Three-dimensional Seepage Calculation of Groundwater in the Cavity with Pressure of High Water for Shaanxi Yinhongjishi Project陕西引红济石工程高外水压力隧洞中地下水三维渗流计算
17.Numerical study on the process of water inrush in Karst caves with hydraulic pressure caused by tunnel excavation隧道开挖诱发富水有压溶洞破裂突水过程数值模拟
18.Numerical Simulation of TBM Construction Ventilation in Long Diversion Tunnel;长距离引水隧洞TBM施工通风数值模拟
相关短句/例句
high pressure water carriage tunnel高压引水隧洞
1.On the basis of concrete lining deformation character with crack emerged, a design method ofhigh pressure water carriage tunnel lining is put up.在借助渗流体积力考虑渗流场的力学效应，并由室内试验获得渗透系数随应力水平而变化的关系式的基础上，建立了裂缝混凝土衬砌和渗水围岩地层中渗流场与应力场的耦合计算模型，然后根据衬砌混凝土裂缝出现和开展后的受力变形的特征，提出了一种可供高压引水隧洞衬砌配筋采用的计算方法，并将其应用于广蓄电站二期工程高压引水隧洞衬砌的设计研究。
3)Diversion Type Pressure Tunnel有压引水隧洞
1.Researches on the Condition of Cavitation of UnlinedDiversion Type Pressure Tunnel and the Stability of Surrounding Rock;不衬砌有压引水隧洞成洞条件及围岩稳定研究
4)diversion tunnel引水隧洞
1.Numerical simulation of a rock burst in long and widediversion tunnel;长大引水隧洞岩爆的数值模拟及其应用
parison between wedge-shaped cutting and parallel cutting applied to excavation blasting of waterdiversion tunnel for Langwaihe Hydropower Station;楔形掏槽和直眼掏槽技术在朗外河电站引水隧洞开挖爆破中的应用比较
3.Simulation on ventilation and dust diffusion on heading face of thediversion tunnel;引水隧洞独头掘进工作面风流和粉尘扩散的模拟
5)water diversion tunnel引水隧洞
1.Research and practice on geotechnical investigation of large dischargewater diversion tunnel excavated through loosen strata in urban area;城市松散地层大流量引水隧洞工程勘察研究与实践
2.Engineering geological conditions,excavation and support ofwater diversion tunnel of Baise Multipurpose Dam Project;百色水利枢纽水电站引水隧洞工程地质条件及开挖支护
3.This paper sums up the experience of the arrangement design ofwater diversion tunnel in Xiangjiaba Hydropower Station, which could pro.受地形地质条件的限制,下游采用变顶高尾水洞代替了尾水调压室,上游则采用加大洞径、减小引水隧洞长度的手段取消了上游调压室。
6)power tunnel引水隧洞
1.Thepower tunnel of the Zhouning Hydropower Station measures 12.周宁水电站引水隧洞长12。
2.The design outlines and construction technology of circular prestressed anchorage cables by after tensioning used in lining ofpower tunnel of Geheyan hydropower station are described.清江隔河岩水电站发电引水隧洞衬砌施工中 ,采用了后张拉环形预应力锚束工艺 ,这是我国首次成功地将该项新工艺应用于大洞径、高水头有压引水隧洞衬砌结构 ,其成功的设计和施工工艺 ,对该项新结构、新工艺在我国同类型工程设计、施工中的推广应用起到积极的促进作
3.This paper gives an introduction to the treatment measures taken in the construction of thepower tunnel for the Luosiwan Hydropower Station, which played an important role in the construction of the power station.本文介绍螺丝湾水电站引水隧洞施工中所采取的处理措施情况，对电站建设起到的作
延伸阅读
引水隧洞引水隧洞diversion tunnely一nshu一su一dong引水隧洞(diversion tunnel)在山体内开挖成的引水道。按洞内水流有无自由水面，引水隧洞分无压和有压两种。选择洞线时一般要求便于上下游水流衔接，洞线短，转弯少，并便于布置施工支洞，同时尽可能地要求其通过的岩体地质构造简单，岩体完整稳定，地下水位低。为综合满足以上要求，洞线常为曲折状。其断面尺寸由技术经济比较决定。一般，先假定几个隧洞断面尺寸方案，计算其水头损失、出力损失和年电能损失。将各方案的一次投资和正常运行期的年运行费按复利折算到某一基准年，选用计算期内总费用最小的方案。其纵向坡度一般在1%。~5编范围内。无压引水隧洞断面形状多为圆拱直墙型或马蹄型，见图l。其断面高宽比一般为1一1.5。在岩石侧压力小或水位变化较大时，可选择较高的断面。水面至洞顶要留有一定的空间，以避免明、满流交替。粼合图1无压引水隧洞断面实例 (a)国拱直培型;(b)马蹄型1一混凝土;2一钢筋混凝土;3一受力钢筋有压引水隧洞断面形状一般为圆形，见图2。其承受内、外水压力的性能较好，湿周短，水头损失小。个必 图2有压引水隧洞衬砌(a)混凝土的衬砌;(b)钢筋混凝土的衬砌 1一混凝土;2一钢筋混凝土;3一环形受力钢筋隧洞衬砌引水隧洞重要的组成部分。其作用是承担内、外水压力和山岩压力、减小渗水、防止岩体崩塌和降低糙率。除岩体坚硬、致密和完整的地段外，一般都要做衬砌，主要有混凝土、钢筋混凝土和喷锚3种衬砌类型，此外还有预应力混凝土衬砌，见图l、图2。当围岩较完整，内水压力不大时，可采用混凝土衬砌;当内水压力较大，围岩较差时.应采用钢筋混凝土衬砌;当围岩完整，渗透性小，可把围岩视为受力结构.不做衬砌或采用喷锚衬砌。预应力混凝土衬砌具有较高的承受内水压力的能力，这种衬砌可节约钢材，降低造价。中国白山水电站1号引水隧洞洞径8.6m，首次采用了灌浆式预应力混凝土衬砌，已安全运行了。隔河岩水电站引水隧洞洞径9.sm，采用了后张法预应力混凝土衬砌，运行情况良好。小浪底工程的排沙洞洞径6.6m，最大运行水头125 m.也采用了后张法预应力混凝土衬砌。衬砌常设纵横缝，纵缝一般都设键槽和插筋，横缝通常只设施工缝，在地质条件明显变化处宜设伸缩缝。衬砌与岩石之间必须做回填灌桨，可做排水。围岩中是否要做固结灌泉，视其地质条件和运行条件确定。
