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大壩安全監測設計:英文 版權信息
- ISBN：9787550919280
- 條形碼：9787550919280 ; 978-7-5509-1928-0
- 裝幀：一般膠版紙
- 冊數：暫無
- 重量：暫無
- 所屬分類：>
大壩安全監測設計:英文 內容簡介
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.
大壩安全監測設計:英文 目錄
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
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
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大壩安全監測設計:英文 節選
《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. ……
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