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Position: Chinese Standard in English/GB 50265-2010
GB 50265-2010   Design code for pumping station (English Version)
Standard No.: GB 50265-2010 Status:superseded remind me the status change

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Target Language:English File Format:PDF
Word Count: 35000 words Translation Price(USD):300.0 remind me the price change

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Implemented on:2011-2-1 Delivery: via email in 1 business day

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,2022-12-1,2011-2-1,141138181892968BD919E0899EDCF
Standard No.: GB 50265-2010
English Name: Design code for pumping station
Chinese Name: 泵站设计规范
Chinese Classification: P42    Building water supply and draining engineering
Professional Classification: GB    National Standard
Source Content Issued by: MOHURD
Issued on: 2010-7-15
Implemented on: 2011-2-1
Status: superseded
Superseded by:GB 50265-2022 Standard for pumping station design
Superseded on:2022-12-1
Superseding:GB/T 50265-1997 Design code for pumping station
Target Language: English
File Format: PDF
Word Count: 35000 words
Translation Price(USD): 300.0
Delivery: via email in 1 business day
1 General Provisions 1.0.1 This code is developed with a view to unifying the design standards for pumping station, guaranteeing design quality of pumping station, as well as realizing advanced technology, safety reliability, and economic rationality of pumping station engineering. 1.0.2 This code is applicable to the construction, extension and renovation designs of large- and medium-size water supply and drainage pumping station. 1.0.3 Basic data shall be extensively collected and arranged for the design of pumping station. Basic data shall be analyzed, accurate, reliable and in accordance with the design requirements. 1.0.4 Pumping stations shall be designed on the basis of practical experiences, necessary scientific experiments, energy saving, as well as active and careful selection of new technologies, new materials, new equipments and new processes. 1.0.5 In the area where dynamic earthquake peak acceleration is greater than or equal to 0.10g, seismic design shall be carried out for major buildings. In the area where dynamic earthquake peak acceleration is 0.05g, seismic calculation may not be carried out but proper seismic measures shall be adopted for Grade 1 buildings. 1.0.6 Not only the requirements stipulated in this code, but also those in the current relevant ones of the nation shall be complied with for the design of pumping station.
Contents 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 Water 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 Requirements 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 Machinery and Auxiliary Equipment 9.1 Main Pump 9.2 Inlet and Outlet Passages 9.3 Inlet and Outlet Pipes in Pump House 9.4 Transient Process and Protection Against the 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 System 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 Unit Starting 10.6 Service Power of Station 10.7 Layout for Indoor and Out Door Electrical Equipment and Cable laying 10.8 Fire Fighting of Electrical Equipment 10.9 Over Voltage Protection and Earthing Equipment 10.10 Lighting 10.11 Protective Relaying and Automatic Security Equipment 10.12 Auto-control 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 and Stop Gate 11.4 Hoisting Equipment 12 Safety Monitoring 12.1 Engineering Monitoring 12.2 Hydraulic Monitoring Annex A Data for Stability Analysis of Pump House Annex B Calculation and Treatment of Pump subsoil Annex C Approximate Calculation of Opening Angle of Free Flap Annex D Approximate Calculation for Closing Impact of Free Flap Annex E Approximate Calculation for Closing Speed and Closing Impact of Stop Gate Explanation of Wording in This Code List of Quoted Standards
GB 50265-2010 is referred in:
*GB 50013-2018 Code for design of outdoor water supply engineering
*GB 51156-2015 Code for design of liquefied natural gas receiving terminal
Code of China
Standard
GB 50265-2010  Design code for pumping station (English Version)
Standard No.GB 50265-2010
Statussuperseded
LanguageEnglish
File FormatPDF
Word Count35000 words
Price(USD)300.0
Implemented on2011-2-1
Deliveryvia email in 1 business day
Detail of GB 50265-2010
Standard No.
GB 50265-2010
English Name
Design code for pumping station
Chinese Name
泵站设计规范
Chinese Classification
P42
Professional Classification
GB
ICS Classification
Issued by
MOHURD
Issued on
2010-7-15
Implemented on
2011-2-1
Status
superseded
Superseded by
GB 50265-2022 Standard for pumping station design
Superseded on
2022-12-1
Abolished on
Superseding
GB/T 50265-1997 Design code for pumping station
Language
English
File Format
PDF
Word Count
35000 words
Price(USD)
300.0
Keywords
GB 50265-2010, GB/T 50265-2010, GBT 50265-2010, GB50265-2010, GB 50265, GB50265, GB/T50265-2010, GB/T 50265, GB/T50265, GBT50265-2010, GBT 50265, GBT50265
Introduction of GB 50265-2010
1 General Provisions 1.0.1 This code is developed with a view to unifying the design standards for pumping station, guaranteeing design quality of pumping station, as well as realizing advanced technology, safety reliability, and economic rationality of pumping station engineering. 1.0.2 This code is applicable to the construction, extension and renovation designs of large- and medium-size water supply and drainage pumping station. 1.0.3 Basic data shall be extensively collected and arranged for the design of pumping station. Basic data shall be analyzed, accurate, reliable and in accordance with the design requirements. 1.0.4 Pumping stations shall be designed on the basis of practical experiences, necessary scientific experiments, energy saving, as well as active and careful selection of new technologies, new materials, new equipments and new processes. 1.0.5 In the area where dynamic earthquake peak acceleration is greater than or equal to 0.10g, seismic design shall be carried out for major buildings. In the area where dynamic earthquake peak acceleration is 0.05g, seismic calculation may not be carried out but proper seismic measures shall be adopted for Grade 1 buildings. 1.0.6 Not only the requirements stipulated in this code, but also those in the current relevant ones of the nation shall be complied with for the design of pumping station.
Contents of GB 50265-2010
Contents 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 Water 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 Requirements 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 Machinery and Auxiliary Equipment 9.1 Main Pump 9.2 Inlet and Outlet Passages 9.3 Inlet and Outlet Pipes in Pump House 9.4 Transient Process and Protection Against the 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 System 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 Unit Starting 10.6 Service Power of Station 10.7 Layout for Indoor and Out Door Electrical Equipment and Cable laying 10.8 Fire Fighting of Electrical Equipment 10.9 Over Voltage Protection and Earthing Equipment 10.10 Lighting 10.11 Protective Relaying and Automatic Security Equipment 10.12 Auto-control 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 and Stop Gate 11.4 Hoisting Equipment 12 Safety Monitoring 12.1 Engineering Monitoring 12.2 Hydraulic Monitoring Annex A Data for Stability Analysis of Pump House Annex B Calculation and Treatment of Pump subsoil Annex C Approximate Calculation of Opening Angle of Free Flap Annex D Approximate Calculation for Closing Impact of Free Flap Annex E Approximate Calculation for Closing Speed and Closing Impact of Stop Gate Explanation of Wording in This Code List of Quoted Standards
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Keywords:
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