超值优惠券
¥50
100可用 有效期2天

全场图书通用(淘书团除外)

不再提示
关闭
图书盲袋,以书为“药”
欢迎光临中图网 请 | 注册
> >
大坝安全监测设计:英文

大坝安全监测设计:英文

作者:赵志仁著
出版社:黄河水利出版社出版时间:2017-12-01
开本: 26cm 页数: 163页
本类榜单:工业技术销量榜
中 图 价:¥34.1(7.1折) 定价  ¥48.0 登录后可看到会员价
加入购物车 收藏
运费6元,满39元免运费
?新疆、西藏除外
本类五星书更多>

大坝安全监测设计:英文 版权信息

  • ISBN:9787550919280
  • 条形码:9787550919280 ; 978-7-5509-1928-0
  • 装帧:一般胶版纸
  • 册数:暂无
  • 重量:暂无
  • 所属分类:>

大坝安全监测设计:英文 内容简介

  The book introduces technical problems on dam security observation scientifically. For concrete dam, earth rock dam,bank of near dam region, water conveyance structure, and outlet structure, several plans, are resented. For example,observation item optimizing, test point optimizing, reasonable distribution, and facility selection. Moreover, the bookintroduces security observation designs of seven typical concrete dams and earth rock dams. Then, it shows evaluationof above designs. Based on past experience of dam security observation designs, advanced new technology and meansare generated. Of course, it has tight relationship with practical engineering. As a result, based on the principle(practical, reliable, advanced, economic), design is optimized. Purposes, such as damsecurity observation, gainingprofit, improving technology level of design and construction, could be achieved.  The book is available for technicians of water resources and hydropower engineering design,construction,observation, scientific research, operation, management, facility production. Moreover, it could be used for staff ofuniversity as well.

大坝安全监测设计:英文 目录

Chapter 1 Overview
1.1 General Principle
1.2 Observation Items
1.3 Limit Requirements

Chapter 2 Deformation Observation
2.1 Horizontal Displacement
2.2 Vertical Displacement
2.3 Deflection
2.4 Incline
2.5 Seam and Crack

Chapter 3 Seepage Monitoring
3.1 Uplift Pressure
3.2 Seepage Pressure
3.3 Pore Pressure
3.4 Bypass Seepage
3.5 Underground Water Elevation
3.6 Seepage Discharge
3.7 Water Quality Observation

Chapter 4 Stress Monitoring
4.1 Concrete Stress and Strain
4.2 Rock Stress and Strain
4.3 Steel Stress and Strain
4.4 Free Volume Strain
4.5 Soil Pressure
4.6 Temperature
4.7 Earthquake

Chapter 5 Hydrology and Hydraulics Monitoring
5.1 Water Level
5.2 Precipitation
5.3 Pressure
5.4 Energy Dissipation
5.5 Erosion and Deposition
5.6 Wave

Chapter 6 Automatic Monitoring
6.1 Basic Requirements
6.2 Designing Schemes
6.3 Monitoring System
6.4 Data Communication
6.5 Alarm Criterion

Chapter 7 Monitoring Instruments Graphic Symbols
7.1 Formulating Process
7.2 Formulating Principle
7.3 Instructions
7.4 Symbol Annotation

Chapter 8 Monitoring Design Instances
8.1 Concrete Dam
8.2 Earth and Fockfill Dam
8.3 Design Optimising
References
展开全部

大坝安全监测设计:英文 节选

  《Dam Safety Monitoring Design》:  3.Middle grade alarrrung conditions activate alertor 2 and 5,the activate conditions are:①when reservoir coming water esceed 2/3 of maximum discharge,activate alertor;②when the monitoring values are obviously bigger than the maximum values in history and keep stepping up,active alertor 5;③a group of monitoring instruments measuring values in key position are all achieve or exceed the maximum values in history,activate alertor 5.  4.High grade alarming conditions activate alertor 3 and 6,the activate conditions are:①when reservoir discharge reach or exceed the maximum designed discharge water level,activate alertor 3;②when reservoir water level is higher than the maximum designed flood water level,activate alertor 3;③when monitoring instruments at all key positions are showing that the dam start to be destroyed,activate alertor 6;④when monitoring instruments at each key positions all exceed the maximum values in history and obviously increase suddenly,activate alertor 6.  ……

商品评论(0条)
暂无评论……
书友推荐
本类畅销
编辑推荐
返回顶部
中图网
在线客服