{"id":462923,"date":"2024-10-20T10:25:17","date_gmt":"2024-10-20T10:25:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-16941-12024-2\/"},"modified":"2024-10-26T19:19:11","modified_gmt":"2024-10-26T19:19:11","slug":"bs-en-16941-12024-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-16941-12024-2\/","title":{"rendered":"BS EN 16941-1:2024"},"content":{"rendered":"
This document specifies the requirements and gives recommendations for the design, sizing, installation, identification, commissioning and maintenance of rainwater harvesting systems for the use of rainwater on-site as non-potable water. This document also specifies the minimum requirements for these systems. Excluded from the scope of this document are – the use as drinking water and for food preparation, – the use for personal hygiene purposes, – attenuation and – infiltration. NOTE Conformity with the document does not exempt from compliance with the obligations arising from local or national regulations.<\/p>\n
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2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4 Functional elements of rainwater harvesting systems 5 Design 5.1 Collection 5.1.1 General <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.1.2 Collection surfaces 5.1.2.1 Qualitative aspects 5.1.2.2 Quantitative aspects 5.1.3 Collection piping system <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.2 Treatment 5.2.1 General 5.2.2 Preliminary treatment 5.2.3 Treatment in storage device <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.2.4 Additional treatment 5.3 Storage 5.3.1 General 5.3.2 Materials 5.3.3 Dimensions 5.3.4 Capacity 5.3.5 Structural behaviour <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3.6 Watertightness 5.3.7 Connections and internal pipe system 5.3.8 Access 5.3.9 Overflow <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.4 Back-up water supply 5.4.1 General 5.4.2 Backflow protection device <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.5 Pumping 5.5.1 General 5.5.2 Submerged pump <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.5.3 Non-submerged pump 5.5.4 Expansion vessel 5.5.5 Pump control unit <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.6 System control with monitoring 5.7 Metering 5.8 Distribution <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.9 Risk assessment 6 Sizing 6.1 Storage device 6.1.1 General <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.1.2 Determination of the available volume of rainwater <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.1.3 Determination of the non-potable water demand <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.1.4 Calculation methods 6.2 Back-up water supply <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 7 Installation <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 8 Differentiation and identification 9 Commissioning <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 10 Quality of non-potable water 11 Maintenance <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Annex A (informative)Examples of calculation methods for storage capacity A.1 General A.2 Examples of calculation methods A.2.1 Basic approach with annual time step <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | A.2.2 Detailed approach A.2.2.1 General <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | A.2.2.2 Input data A.2.2.3 Simulation principle <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | A.2.2.4 Application of results <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Annex B (informative)Examples of rainwater harvesting systems with different back-up supply arrangements <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Annex C (informative)Example for a commissioning sheet <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Annex D (informative)Example of dye testing for distribution pipework cross-connections <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Annex E (informative)Inspection and maintenance E.1 Inspection and maintenance instruction sheet <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | E.2 Logbook <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" On-site non-potable water systems – Systems for the use of rainwater<\/b><\/p>\n |