BS EN 752:2017:2022 Edition
$245.25
Drain and sewer systems outside buildings. Sewer system management
Published By | Publication Date | Number of Pages |
BSI | 2022 | 130 |
This European Standard specifies the objectives for drain and sewer systems outside buildings. It specifies the functional requirements for achieving these objectives and the principles for strategic and policy activities relating to planning, design, installation, operation, maintenance and rehabilitation. It is applicable to drain and sewer systems from the point where wastewater leaves a building, roof drainage system, or paved area, to the point where it is discharged into a wastewater treatment plant or receiving water body. Drains and sewers below buildings are included provided that they do not form part of the drainage system for the building.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | undefined |
12 | 1 Scope 2 Normative references |
13 | 3 Terms and definitions |
16 | 4 Objectives 4.1 General |
17 | 4.2 Public health and safety 4.3 Occupational health and safety 4.4 Environmental protection |
18 | 4.5 Sustainable development 5 Requirements 5.1 Functional requirements 5.1.1 Introduction |
20 | 5.1.2 Protection from sewer flooding 5.1.3 Maintainability 5.1.4 Protection of surface receiving water bodies |
21 | 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 Structural integrity and design working life 5.1.9 Watertightness 5.1.10 Sustainable use of products and materials 5.1.11 Sustainable use of energy 5.1.12 Maintaining the flow 5.1.13 Not endangering adjacent structures and utility services 5.1.14 Inputs quality |
22 | 5.2 Determination of performance requirements for the drain and sewer system 5.2.1 Introduction |
24 | 5.2.2 Environmental performance requirements |
25 | 5.2.3 Hydraulic performance requirements |
26 | 5.2.4 Structural requirements 5.2.5 Operational requirements 5.3 Design criteria 5.3.1 Introduction |
27 | 5.3.2 Hydraulic design criteria 5.3.2.1 Introduction 5.3.2.2 Full pipe design rainfall criteria |
28 | 5.3.2.3 Sewer flooding design criteria |
29 | 5.3.2.4 Effect on downstream water bodies 5.3.3 Environmental design criteria |
30 | 5.3.4 Structural design criteria |
31 | 5.3.5 Operational criteria 6 Integrated sewer system management 6.1 Introduction |
33 | 6.2 Investigation 6.2.1 Introduction |
35 | 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 |
36 | 6.2.7 Hydraulic investigation 6.2.8 Environmental investigation 6.2.9 Structural investigation 6.2.10 Operational investigation |
37 | 6.3 Assessment 6.3.1 Introduction 6.3.2 Assessment of the hydraulic performance |
38 | 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 |
39 | 6.4 Planning 6.4.1 Introduction 6.4.2 Develop integrated solutions |
40 | 6.4.3 Assess solutions |
41 | 6.4.4 Prepare action plans 6.4.4.1 Introduction 6.4.4.2 New development plan |
42 | 6.4.4.3 Operations and maintenance plan |
43 | 6.4.4.4 Rehabilitation plan |
44 | 6.4.4.5 Contingency and emergency plan |
45 | 6.5 Implementation 6.5.1 Introduction |
46 | 6.5.2 Development of work programme |
47 | 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 |
49 | 8 Design 8.1 General |
50 | 8.2 Types of system |
51 | 8.3 Physical layout 8.3.1 Preliminary investigations 8.3.2 Layout and profile |
52 | 8.4 Hydraulic design 8.4.1 General 8.4.2 Foul drains and sewers 8.4.3 Surface water drain and sewer systems 8.4.3.1 General |
53 | 8.4.3.2 Surface water inlets 8.4.3.3 Surface water drains and sewers 8.4.4 Combined drain and sewer systems |
54 | 8.5 Environmental considerations 8.5.1 General |
55 | 8.5.2 Protection of surface receiving water bodies 8.5.3 Protection of groundwater 8.5.4 Prevention of septicity |
56 | 8.5.5 Combined sewer overflows and surface water treatment |
57 | 8.5.6 Surface water outfalls 8.5.7 Emergency overflows 8.6 Structural design 8.6.1 Introduction |
58 | 8.6.2 Structural design of pipelines 8.6.3 Structural design of other components 8.6.4 Materials selection |
59 | 8.7 Operational considerations 8.7.1 General 8.7.2 Control of inputs 8.7.3 Self-cleansing conditions |
60 | 8.7.4 Access to drains and sewers 9 Construction 9.1 General 9.2 Pipelines 9.3 Ancillaries |
61 | 9.4 Testing 10 Operation and maintenance 10.1 Introduction |
62 | 10.2 Monitoring |
63 | 10.3 Data requirements 10.4 Investigation and analysis of operational problems |
64 | 10.5 Dealing with major incidents 10.6 Techniques for operation and maintenance of components |
65 | 11 Qualifications and training 12 Sources of additional information |
66 | Annex A (informative)Sources of additional information A.1 National Standards Bodies A.2 Austria A.2.1 Regulatory Bodies A.2.2 Other organizations A.3 Denmark A.3.1 Regulatory Bodies |
67 | A.3.2 Other organizations |
68 | A.4 Finland A.4.1 Regulatory Bodies A.4.2 Other organizations A.5 France A.5.1 Regulatory Bodies |
69 | A.5.2 Other organizations A.6 Germany A.6.1 Regulatory Bodies |
70 | A.6.2 Other organizations A.7 Ireland A.7.1 Regulatory Bodies A.8 Italy A.8.1 Regulatory Bodies A.8.2 Other organizations |
71 | A.9 The Netherlands A.9.1 Regulatory Bodies A.9.2 Other organizations |
72 | A.10 Norway A.10.1 Regulatory Bodies A.10.2 Other organizations A.11 Portugal A.11.1 Regulatory Bodies A.11.2 Other organizations |
73 | A.12 Sweden A.12.1 Regulatory Bodies A.12.2 Other organizations A.13 Switzerland A.13.1 Regulatory Bodies |
74 | A.13.2 Other organizations A.14 United Kingdom A.14.1 Regulatory Bodies A.14.1.1 General A.14.1.2 England |
75 | A.14.1.3 Wales A.14.1.4 Scotland A.14.1.5 Northern Ireland |
76 | A.14.2 Other organizations |
77 | Annex B (informative)Rehabilitation approaches |
79 | Annex C (informative)Operation and maintenance techniques C.1 Pipelines C.1.1 General C.1.2 Functional problems C.1.3 Structural problems |
80 | C.2 Manholes and inspection chambers C.3 Combined sewer overflows |
81 | C.4 Detention tanks C.5 Separators, settling chambers and gullies C.6 Pumping installations C.7 Inverted siphons |
82 | C.8 Pest control C.9 Making connections to existing drains and sewers C.10 Control of disused drains and sewers C.11 Control of building over or adjacent to sewers |
84 | 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 |
85 | 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 |
86 | D.2.3 Accessibility D.2.3.1 General D.2.3.2 Location of manholes and inspection chambers |
87 | D.2.4 Depth D.2.5 Need for pumping |
88 | D.2.6 Pumping installations D.2.7 Drains and sewers near water abstraction areas D.3 Access to drains and sewers |