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1)  free-flow tunnel
无压隧洞
1.
Numerical simulation calculation of hydraulic transition process in free-flow tunnel;
无压隧洞水力过渡过程数值模拟研究
2.
The experimental research of energy dissipation in free-flow tunnel;
无压隧洞洞内消能试验研究
3.
Hydraulic transients on free-flow tunnel have to be a ticklish task in some connected cascade hydropower development.
水电站引水发电系统无压隧洞中的水力过渡过程是近年来电站设计中出现的一个新课题,特别是流域梯级电站开发中经常遇到。
2)  no-pressure tunnel
无压隧洞输水
1.
This article deals with the discharge control design by measuring the flow at no-pressure tunnel project.
本文介绍了在大流量无压隧洞输水工程中,以流量测量为核心的输水控制设计。
3)  long-distance non-pressure water diversion tunnel
长距离无压引水隧洞
1.
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
4)  pressure tunnel
压力隧洞
1.
Study on computational method of crack width of reinforced concrete pressure tunnels;
钢筋混凝土压力隧洞裂缝宽度计算方法的探讨
2.
Post-tensioned prestress computation for lining concrete of pressure tunnel;
压力隧洞衬砌后张预应力计算
3.
Discussion of method of calculating crack width of permeable lining of pressure tunnel
压力隧洞透水衬砌裂缝宽度计算方法探讨
5)  pressure tunnel
有压隧洞
1.
Simulation based finite element analysis on the pressure tunnel of complex geogical condition;
复杂围岩有压隧洞应力变形有限元仿真分析
2.
Monte Carlo method for simulating flow in outlet structure of pressure tunnel;
用蒙特卡罗法解有压隧洞出口段水流问题
3.
the Tianhuangping power station, the Guangxu power station, and the Shahe power station, the method currently used for determination of the rock mass thickness between pressure tunnels at home was introduced.
结合3个已建的抽水蓄能电站工程(天荒坪、广蓄、沙河)的具体经验,介绍了目前国内确定有压隧洞间岩体厚度的一般做法。
6)  high-pressure tunnel
高压隧洞
1.
Design of high-pressure tunnel of the Guangzhou Pumped Storage Plant (second stage);
广蓄二期工程高压隧洞设计
2.
Observed data analysis of water filling test of the high-pressure tunnel in Tianhuangping Pumped-Storage Power Station
天荒坪抽水蓄能电站高压隧洞充水试验实测资料分析
补充资料:冲击波超压与动压

[解释]:  核爆炸产生的高温、高压火球膨胀,在周围介质中形成连续向外传播的压力脉冲(或冲击波),冲击波阵面传播到空间某点时,超过周围环境大器的压力称超压;空气粒子高速随波阵面运动产生的冲击压力称动压。超压和动压都以帕斯卡(Pa)为主单位。超压随时间的变化取决于爆炸威力、距爆点的距离和爆心周围的介质情况。特定地点的峰值超压一般出现在冲击波阵面到达该点的瞬间,超压在该点的持续时间称为正压作用时间。尔后,该点的压力下降到低于周围压力,称为负压,再逐渐回升到周围压力值。对人员的直接冲击伤,超压为20—29千帕可引器轻度伤;29—59千帕可导致中度伤;59—98千帕可造成重度伤;大于98千帕可造成极重度伤。动压为10—20千帕可造成中度伤;20—39千帕可造成重度伤;大于39千帕可造成极重度伤。动压的推动、抛掷和超压的挤压会造成物体变形和毁坏。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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