中华人民共和国住房和城乡建设部公告

前言

1　总则

2　泵站等级及防洪（潮）标准

• 2.1　泵站等级

• 2.2　防洪（潮）标准

3　泵站主要设计参数

• 3.1　设计流量

• 3.2　特征水位

• 3.3　特征扬程

4　站址选择

• 4.1　一般规定

• 4.2　泵站站址选择

5　总体布置

• 5.1　一般规定

• 5.2　泵站布置形式

6　泵房

• 6.1　泵房布置

• 6.2　防渗排水布置

• 6.3　稳定分析

• 6.4　地基计算及处理

• 6.5　主要结构计算

7　进出水建筑物

• 7.1　引　渠

• 7.2　前池及进水池

• 7.3　出水管道

• 7.4　出水池及压力水箱

8　其他形式泵站

• 8.1　一般规定

• 8.2　竖井式泵站

• 8.3　缆车式泵站

• 8.4　浮船式泵站

• 8.5　潜没式泵站

9　水力机械及辅助设备

• 9.1　主　泵

• 9.2　进出水流道

• 9.3　进水管道及泵房内出水管道

• 9.4　过渡过程及产生危害的防护

• 9.5　真空及充水系统

• 9.6　排水系统

• 9.7　供水系统

• 9.8　压缩空气系统

• 9.9　供油系统

• 9.10　起重设备及机修设备

• 9.11　采暖通风与空气调节

• 9.12　水力机械设备布置

10　电气

• 10.1　供电系统

• 10.2　电气主接线

• 10.3　主电动机及主要电气设备选择

• 10.4　无功功率补偿

• 10.5　机组启动

• 10.6　站用电

• 10.7　室内外主要电气设备布置及电缆敷设

• 10.8　电气设备的防火

• 10.9　过电压保护及接地装置

• 10.10　照　明

• 10.11　继电保护及安全自动装置

• 10.12　自动控制和信号系统

• 10.13　测量表计装置

• 10.14　操作电源

• 10.15　通　信

• 10.16　电气试验设备

11　闸门、拦污栅及启闭设备

• 11.1　一般规定

• 11.2　拦污栅及清污机

• 11.3　拍门及快速闸门

• 11.4　启闭设备

12　安全监测

• 12.1　工程监测

• 12.2　水力监测

附录A　泵房稳定分析有关数据

附录B　泵房地基计算及处理

• B.1　泵房地基允许承载力

• B.2　土质地基常用处理方法

附录C　自由式拍门开启角近似计算

附录D　自由式拍门停泵闭门撞击力近似计算

附录E　快速闸门闭门速度及撞击力近似计算

本规范用词说明

引用标准名录

1 General provisions

2 Rank and grade of pumping station and standard for flood（tide）control

• 2.1 Rank and grade of pumping station

• 2.2 Standard for flood（tide）control

3 Main design parameters of pumping station

• 3.1 Waler level

• 3.2 Characteristic stage

• 3.3 Characteristic head

4 Site selection

• 4.1 General requirement

• 4.2 Site selection for pumping station

5 General layout

• 5.1 General requirement

• 5.2 Layout pattern of pumping station

6 Pump house

• 6.1 Pump house layout

• 6.2 Arrangement for seepage control and drainage

• 6.3 Stability analysis

• 6.4 Calculation and treatment of foundation

• 6.5 Calculation of main structures

7 Inlet and outlet structures

• 7.1 Approach channel

• 7.2 Forebay and suction sump

• 7.3 Outlet conduit

• 7.4 Outlet sump and pressure tank

8 Pumping station of other types

• 8.1 General requirement

• 8.2 Shaft pumping station

• 8.3 Funicular pumping station

• 8.4 Floating pumping station

• 8.5 Submergible pumping station

9 Hydraulic machine and auxiliary equipment

• 9.1 Main pump

• 9.2 Inlet and outlet passages

• 9.3 Suction pipe and the discharge pipe within pump house

• 9.4 Transient process and protection against its damage

• 9.5 Vacuum and priming system

• 9.6 Drainage system

• 9.7 Water supply system

• 9.8 Compressed air system

• 9.9 Oil supply system

• 9.10 Hoisting and repairing equipment

• 9.11 Heating，ventilation and air-conditioning

• 9.12 Layout for hydraulic machines

10 Electrical equipment

• 10.1 Electrical power supply system

• 10.2 Main electrical connection

• 10.3 Selection of main motor and electrical equipment

• 10.4 Reactive power compensation

• 10.5 Starting of units

• 10.6 Sevice power of station

• 10.7 Layout for electrical equipment and cable

• 10.8 Fire fighting of electrical equipment

• 10.9 Over voltage protection and earthing device

• 10.10 Lighting

• 10.11 Protective relaying and automatic security equipment

• 10.12 Autocontrol and signal system

• 10.13 Measuring meter

• 10.14 Operating power supply

• 10.15 Communication

• 10.16 Electrical test equipment

11 Gate，trash rack and hoisting equipment

• 11.1 General requirement

• 11.2 Trash rack and screen cleaning machine

• 11.3 Flap valve and stop gate

• 11.4 Hoisting equipment

12 Safety monitoring

• 12.1 Engineering monitoring

• 12.2 Hydraulic monitoring

Appendix A Datas for stability analysis of pump house

Appendix B Calculation and treatment of pump house foundation

Appendix C Approximate calculation for opening of free flap

Appendix D Approximate calculation for closing impact of free flap

Appendix E Approximate calculation for closing speed and closing impact of stop gate

Explanation of wording in this code

List of quoted standards