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eLibrary >
15/30302482 DC BS EN 752. Drain and sewer systems outside buildings. Sewer system management >
15/30302482 DC BS EN 752. Drain and sewer systems outside buildings. Sewer system management, 2015
- prEN 752.pdf [Go to Page]
- Contents Page
- Foreword
- Introduction
- Figure 1 — Pyramid diagram
- 1 Scope
- 2 Normative references
- 3 Terms and definitions
- Figure 2 — Terminology for flows derived from rain water
- 4 Objectives [Go to Page]
- 4.1 General
- 4.2 Public health and safety
- 4.3 Occupational health and safety
- Figure 3 — Drain and sewer systems in the river basin [Go to Page]
- 4.4 Environmental protection
- 4.5 Sustainable development
- 5 Requirements [Go to Page]
- 5.1 Functional requirements [Go to Page]
- 5.1.1 Introduction
- Table 1 — Relationship between objectives and functional requirements [Go to Page]
- 5.1.2 Protection from sewer flooding
- 5.1.3 Maintainability
- 5.1.4 Protection of surface receiving water bodies
- 5.1.5 Protection of groundwater
- 5.1.6 Prevention of odours and toxic, explosive and corrosive gases
- 5.1.7 Prevention of noise and vibration
- 5.1.8 Sustainable use of products and materials
- 5.1.9 Sustainable use of energy
- 5.1.10 Structural integrity and design working life
- 5.1.11 Maintaining the flow
- 5.1.12 Watertightness
- 5.1.13 Not endangering adjacent structures and utility services
- 5.1.14 Inputs quality
- 5.2 Determination of performance requirements for the drain and sewer system [Go to Page]
- 5.2.1 Introduction
- 5.2.2 Environmental
- 5.2.3 Hydraulic
- Figure 4 — Process for determining performance requirements [Go to Page]
- 5.3 Design criteria [Go to Page]
- 5.3.1 Introduction
- 5.3.2 Hydraulic design criteria [Go to Page]
- 5.3.2.1 Introduction
- 5.3.2.2 Full pipe design criteria
- Table 2 — Examples of design rainfall frequencies for full pipe flow [Go to Page]
- 5.3.2.3 Sewer flooding design criteria
- Table 3 — Examples of design sewer flooding criteria for standing floodwater [Go to Page]
- 5.3.2.4 Effect on downstream water bodies
- 5.3.3 Environmental design criteria
- 5.3.4 Structural design criteria
- 5.3.5 Operational criteria
- 6 Integrated sewer system management [Go to Page]
- 6.1 Introduction
- Figure 5 — Integrated sewer system management process
- Figure 6 — Increasing degree of detail in integrated sewer system planning [Go to Page]
- 6.2 Investigation [Go to Page]
- 6.2.1 Introduction
- Figure 7 — Process for investigation [Go to Page]
- 6.2.2 Purpose of investigation
- 6.2.3 Review of performance information
- 6.2.4 Determine the scope of the investigation
- 6.2.5 Review existing information
- 6.2.6 Inventory update
- 6.2.7 Hydraulic investigation
- 6.2.8 Environmental investigation
- 6.2.9 Structural investigation
- 6.2.10 Operational Investigation
- 6.3 Assessment [Go to Page]
- 6.3.1 Introduction
- Figure 8 — Process for assessment [Go to Page]
- 6.3.2 Assessment of the hydraulic performance
- 6.3.3 Assessment of environmental impact
- 6.3.4 Assess structural condition
- 6.3.5 Assess operational performance
- 6.3.6 Compare with performance requirements
- 6.3.7 Identify unacceptable impacts
- 6.3.8 Identify causes of performance deficiencies
- 6.4 Planning [Go to Page]
- 6.4.1 Introduction
- 6.4.2 Develop integrated solutions
- Figure 9 — Process for developing the plan
- Table 4 — Solution types and groups for rehabilitation [Go to Page]
- 6.4.3 Assess solutions
- 6.4.4 Prepare action plans [Go to Page]
- 6.4.4.1 Introduction
- 6.4.4.2 New development plan
- 6.4.4.3 Operations and maintenance plan
- 6.4.4.4 Rehabilitation plan
- Table 5 — Scope of rehabilitation [Go to Page]
- 6.4.4.5 Contingency and emergency plan
- 6.5 Implementation [Go to Page]
- 6.5.1 Introduction
- Figure 10 — Process for implementation [Go to Page]
- 6.5.2 Development of work programme
- 6.5.3 Development of work specification
- 6.5.4 Carrying out work
- 6.5.5 Measuring conformity
- 6.5.6 Review performance requirements and update plan
- 7 Health and safety principles
- 8 Design principles [Go to Page]
- 8.1 General
- 8.2 Types of system
- 8.3 Physical layout [Go to Page]
- 8.3.1 Preliminary investigations
- 8.3.2 Layout and profile
- 8.4 Hydraulic design [Go to Page]
- 8.4.1 General
- 8.4.2 Foul drains and sewers
- 8.4.3 Surface water drains and sewers [Go to Page]
- 8.4.3.1 General
- 8.4.3.2 Surface water inlets
- 8.4.3.3 Surface water drains and sewers
- 8.4.4 Combined drains and sewers
- 8.5 Environmental considerations [Go to Page]
- 8.5.1 General
- 8.5.2 Protection of surface receiving water bodies
- 8.5.3 Protection of groundwater
- 8.5.4 Prevention of septicity
- 8.5.5 Combined sewer overflows and surface water treatment
- 8.5.6 Surface water outfalls
- 8.5.7 Emergency overflows
- 8.6 Structural design [Go to Page]
- 8.6.1 Introduction
- 8.6.2 Structural design of pipelines
- 8.6.3 Structural design of other components
- 8.6.4 Materials selection
- 8.7 Operational considerations [Go to Page]
- 8.7.1 General
- 8.7.2 Separators
- 8.7.3 Self-cleansing conditions
- 8.7.4 Access to drains and sewers
- 9 Construction principles [Go to Page]
- 9.1 General
- 9.2 Pipelines
- 9.3 Ancillaries
- 9.4 Testing
- 10 Principles of operation and maintenance [Go to Page]
- 10.1 Introduction
- 10.2 Monitoring
- 10.3 Data requirements
- 10.4 Investigation and analysis of operational problems
- 10.5 Dealing with major incidents
- 10.6 Techniques for operation and maintenance of components
- 11 Qualifications and training
- 12 Sources of additional information
- Annex A (informative) Sources of additional information
- A.1 National Standards Bodies
- A.2 Austria
- A.2.1 Regulatory Bodies
- A.2.2 Other organisations
- A.3 Denmark
- A.3.1 Regulatory Bodies
- A.3.2 Other organisations
- A.4 France
- A.4.1 Regulatory Bodies
- A.4.2 Other organisations
- A.5 Germany
- A.5.1 Regulatory Bodies
- A.5.2 Other organisations
- A.6 Ireland
- A.6.1 Regulatory Bodies
- A.7 Italy
- A.7.1 Regulatory Bodies
- A.7.2 Other organisations
- A.8 The Netherlands
- A.8.1 Regulatory Bodies
- A.8.2 Other organisations
- A.9 Norway
- A.9.1 Regulatory Bodies
- A.9.2 Other organisations
- A.10 Portugal
- A.10.1 Regulatory Bodies
- A.10.2 Other organisations
- A.11 Sweden
- A.11.1 Regulatory Bodies
- A.11.2 Other organisations
- A.12 Switzerland
- A.12.1 Regulatory Bodies
- A.12.2 Other organisations
- A.13 United Kingdom
- A.13.1 Regulatory Bodies
- A.13.1.1 General
- A.13.1.2 England
- A.13.1.3 Wales
- A.13.1.4 Scotland
- A.13.1.5 Northern Ireland
- A.13.2 Other organisations
- Annex B (informative) Rehabilitation approaches
- Table B.1 —Advantages and disadvantages of different rehabilitation approaches
- Annex C (normative) Health and safety
- C.1 Safe systems of work
- C.2 Training and supervision
- C.3 Hazardous atmospheres
- C.3.1 Oxygen deficient and toxic atmospheres
- C.3.2 Potentially explosive atmospheres
- C.4 Traffic control
- C.5 Protective equipment and welfare facilities
- C.6 Emergency procedures
- C.7 Temporary works
- C.8 Excavation work
- C.9 Hazardous materials
- C.10 Vaccinations
- C.11 EU Directives
- Annex D (normative) Physical layout of the system
- D.1 Preliminary investigations
- D.1.1 General
- D.1.2 Topography
- D.1.3 Geotechnical survey
- D.1.4 Groundwater
- D.1.5 Existing drainage services
- D.1.6 Other existing utility services
- D.2 Layout and profile
- D.2.1 Introduction
- D.2.2 Layout
- D.2.3 Accessibility
- D.2.3.1 General
- D.2.3.2 Location of manholes and inspection chambers
- D.2.4 Depth
- D.2.5 Need for pumping
- D.2.6 Pumping installations
- D.2.7 Drains and sewers near water abstraction areas
- D.3 Access to drains and sewers
- Annex E (informative) Operation and maintenance techniques
- E.1 Pipelines
- E.1.1 General
- E.1.2 Functional problems
- E.1.3 Structural problems
- E.2 Manholes and inspection chambers
- E.3 Combined sewer overflows
- E.4 Detention tanks
- E.5 Separators, settling chambers and gullies
- E.6 Pumping installations
- E.7 Inverted siphons
- E.8 Pest control
- E.9 Making connections to existing drains and sewers
- E.10 Control of disused drains and sewers
- E.11 Control of building over or adjacent to sewers
- Bibliography [Go to Page]
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