《水工隧洞設計規範：SL 279-2016（英文）》是2019年4月中國水利水電出版社出版的圖書，作者是中華人民共和國水利部。
基本介紹
- 書名：水工隧洞設計規範：SL 279-2016（英文）
- 作者：中華人民共和國水利部
- 出版社：中國水利水電出版社
- 出版時間：2019年4月
- 頁數：74 頁
- 定價：160 元
- 開本：32 開
- 裝幀：平裝
- ISBN：9787517076278
內容簡介,圖書目錄,
內容簡介
This specification is formulated to standardize the design of hydraulic tunnels and ensure the design quality with the view of making use of the state-of-the-art technology， meeting the requirements for safety， applicability， cost-effectiveness， and rationality.
This specification is applicable to the design of Class 1， Class 2 and Class 3 hydraulic tunnels in water resources and hydropower projects， but not applicable to the design of hydraulic tunnels with steel linings in rock/soil mass.
圖書目錄
Introduction to English Version
Foreword
1 General Provisions
2 Terms and Symbols
2．1 Terms
2．2 Symbols
3 Basic Data
4 Layout of Tunnels
4．1 Selection of Tunnel Alignment
4．2 I，ayout of Tunnel Inlets and Outlets
4．3 Layout of Multipurpose Tunnels
5 Pressure Status， Shape and Size of Tunnels
5．1 Selection of Pressure Status
5．2 Cross-Sectional Shape
5．3 Cross-Sectional Size
6 Hydraulic Design of Tunnels
6．1 Principle of Calculation
6．2 Cavitation Damage Prevention Design of High- Velocity Tunnels
7 Design of Soil Tunnels
7．1 Supports and I_inings of Soil Tunnels
7．2 Joints， Seepage Control and Waterstops for the Linings of Soil Tunnels
8 Design of Tunnels in Poor Ground
9 Tunnel Supports and Linings
9．1 General
9．2 Loads and Load Combinations
9．3 Unreinforced- and Reinforced-Concrete Linings
9．4 Prestressed Concrete Linings
9．5 Unlined and Bolt-Shotcrete Lined Tunnels
9．6 Design of Reinforced Concrete Lined Bifurcation
9．7 Jointsin Linings
9．8 Design of Water-Retaining Plugs
10 Grouting， Seepage Control and Drainage of Tunnels
10．1 Grouting
10．2 Seepage Control and Drainage
11 Tunnel Operation and Maintenance
Annex A Head Loss Calculation for Hydraulic Tunnels
A．1 Friction Losses
A．2 Form Losses
Annex B Cavitation Damage Prevention Design of High-Velocity Tunnels
Annex C Calculation Method and Reduction Coefficient of External Water Pressure
Annex D Calculation of Concrete Lining Crack Width
Explanation of Wording
