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    EN 12566-6-2016 en Small wastewater treatment systems for up to 50 PT - Part 6 Prefabricated treatment units for septic tank effluent《小型废水处理系统可容纳50PT-第6部分 预制处理单元化粪池出水》.pdf

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    EN 12566-6-2016 en Small wastewater treatment systems for up to 50 PT - Part 6 Prefabricated treatment units for septic tank effluent《小型废水处理系统可容纳50PT-第6部分 预制处理单元化粪池出水》.pdf

    1、BS EN 12566-6:2016Small wastewater treatmentsystems for up to 50 PTPart 6: Prefabricated treatment units forseptic tank effluentBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 12566-6:2016 BRITISH STANDARDNational forewordThis British Standard is the UK impleme

    2、ntation of EN 12566-6:2016. It supersedes BS EN 12566-6:2013 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/505, Wastewater engineering.A list of organizations represented on this committee can be obtained on request to its secretary.This publicatio

    3、n does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2016.Published by BSI Standards Limited 2016ISBN 978 0 580 91479 9 ICS 13.060.30 Compliance with a British Standard cannot confer immunity fr

    4、om legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 September 2016.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dBS EN 12566-6:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12566-6 Au

    5、gust 2016 ICS 13.060.30 Supersedes EN 12566-6:2013English Version Small wastewater treatment systems for up to 50 PT - Part 6: Prefabricated treatment units for septic tank effluent Petites installations de traitement des eaux uses jusqu 50 PTE - Partie 6: Units prfabriques de traitement des effluen

    6、ts de fosses septiques Kleinklranlagen fr bis zu 50 EW - Teil 6: Vorgefertigte Bauteile fr die weitergehende Behandlung des aus Faulgruben ablaufenden Abwassers This European Standard was approved by CEN on 25 June 2016. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which

    7、 stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This Euro

    8、pean Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members ar

    9、e the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Ro

    10、mania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and b

    11、y any means reserved worldwide for CEN national Members. Ref. No. EN 12566-6:2016 EBS EN 12566-6:2016EN 12566-6:2016 (E) 2 Contents Page European foreword . 5 1 Scope 7 2 Normative references 7 3 Terms, definitions, symbols, units and abbreviated terms . 7 3.1 Terms and definitions . 7 3.2 Symbols a

    12、nd abbreviated terms 8 4 Products characteristics . 9 4.1 Design 9 4.1.1 General 9 4.1.2 Overall dimensions . 9 4.1.3 Inlets, outlets, internal pipework and connections 9 4.1.4 Access 9 4.2 Load bearing capacity . 10 4.3 Secondary treatment efficiency 10 4.3.1 General . 10 4.3.2 Secondary treatment

    13、efficiency ratio . 10 4.3.3 Microorganism reduction . 11 4.4 Watertightness 11 4.5 Power consumption 11 4.6 Durability 11 4.6.1 General . 11 4.6.2 Concrete, steel, PVC-U, PE, GRP, PDCPD and flexible sheets . 12 4.7 Reaction to fire 12 4.7.1 General . 12 4.7.2 Units classified as Class A1 without the

    14、 need for testing . 12 4.7.3 Units classified according to the test results 12 4.8 Dangerous substances 13 5 Testing, assessing and sampling methods 13 5.1 Load bearing capacity . 13 5.1.1 Generals . 13 5.1.2 Load bearing capacity determined by calculation . 13 5.1.3 Load bearing capacity determined

    15、 by testing . 14 5.2 Secondary treatment capacity . 16 5.3 Watertightness 17 6 Assessment and verification of constancy of performance (AVCP) . 17 6.1 General . 17 6.2 Type testing 17 6.2.1 General . 17 6.2.2 Test samples, testing and compliance criteria 18 6.2.3 Test reports 20 6.2.4 Shared other p

    16、arty results 20 6.2.5 Cascading determination of the product type results 21 6.3 Factory production control (FPC) 22 6.3.1 General . 22 6.3.2 Requirements 22 BS EN 12566-6:2016EN 12566-6:2016 (E) 3 6.3.3 Product specific requirements 25 6.3.4 Initial inspection of factory and of FPC . 25 6.3.5 Conti

    17、nuous surveillance of FPC . 26 6.3.6 Procedure for modifications . 26 6.3.7 One-off products, pre-production products (e.g. prototypes) and products produced in very low quantity . 26 7 Classification and designation (Nominal designation) . 27 8 Marking, labelling and packaging . 27 8.1 Marking 27 8

    18、.2 Technical information accompanying the unit 28 8.3 Installation instructions . 29 8.4 Operation and maintenance instructions 29 Annex A (normative) Secondary treatment efficiency test procedure . 31 A.1 Selection of the unit and its preliminary evaluation . 31 A.1.1 General . 31 A.1.2 Installatio

    19、n and commissioning 31 A.1.3 Operation and maintenance procedures during testing 31 A.1.4 Data to be monitored. 31 A.2 Test procedure 32 A.2.1 Time for establishment 32 A.2.2 Influent characteristics 32 A.2.3 Daily flow pattern for testing . 32 A.2.4 Test method 32 A.2.4.1 General . 32 A.2.4.2 Overl

    20、oad . 34 A.2.4.3 Peak flow discharge . 34 A.2.4.4 Power breakdown/Machine breakdown . 34 A.2.4.5 Power consumption . 34 A.2.5 Influent and effluent sampling. 34 A.3 Sample analysis . 34 A.4 Test report 34 Annex B (normative) Presentation of the microorganisms test results 36 Annex C (informative) An

    21、alysis method 37 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Regulation . 38 ZA.1 Scope and relevant characteristics 38 ZA.2 Procedure of attestation of conformity of prefabricated secondary treatment units . 39 ZA.2.1 System(s)

    22、of AVCP . 39 ZA.2.2 Declaration of performance (DoP) . 42 BS EN 12566-6:2016EN 12566-6:2016 (E) 4 ZA.2.2.1 General 42 ZA.2.2.2 Content. 43 ZA.2.2.3 Example of DoP . 44 ZA.3 CE marking and labelling 47 Bibliography . 50 BS EN 12566-6:2016EN 12566-6:2016 (E) 5 European foreword This document (EN 12566

    23、-6:2016) has been prepared by Technical Committee CEN/TC 165 “Waste water engineering”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by February 2017, and

    24、conflicting national standards shall be withdrawn at the latest by May 2018. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This docu

    25、ment supersedes EN 12566-6:2013. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integ

    26、ral part of this document. The differences between this version and EN 12566-6:2013 are mainly editorial changes according to the Construction Product Regulation (CPR) and declaration of power consumption and desludging during treatment efficiency test. The standard series EN 12566 “Small wastewater

    27、 treatment systems for up to 50 PT” contains the following parts (see Figure 1): Part 1: Prefabricated septic tanks; Part 3: Packaged and/or site assembled domestic wastewater treatment plants; Part 4: Septic tanks assembled in situ from prefabricated kits; Part 6: Prefabricated treatment units for

    28、septic tank effluent (this document); Part 7: Prefabricated tertiary treatment unit. For filtration systems, CEN/TC 165 decided to publish the following CEN Technical reports, which are considered as Code of practices and do not specify treatment requirements: Part 2: Soil infiltration systems Part

    29、5: Pre-treated Effluent Filtration systems BS EN 12566-6:2016EN 12566-6:2016 (E) 6 Key A domestic wastewater 1 prefabricated septic tank B septic tank effluent 2 soil infiltration system C treated infiltrated effluent 3 packaged and/or site assembled domestic wastewater treatment plant D treated was

    30、tewater 4 septic tank assembled in situ from prefabricated kit E tertiary treated wastewater 5 pre-treated effluent filtration system 6 prefabricated treatment unit used for septic tank effluent 7 prefabricated tertiary treatment unit National regulations may specify different arrangements between t

    31、he products described in the standard series EN 12566. Figure 1 Scheme related to the arrangement of the parts of EN 12566 or CEN/TR 12566 According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard:

    32、 Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,

    33、Sweden, Switzerland, Turkey and the United Kingdom. BS EN 12566-6:2016EN 12566-6:2016 (E) 7 1 Scope This European Standard specifies requirements, test methods, evaluation of conformity and marking for prefabricated secondary treatment units used for the treatment of effluent from septic tanks accor

    34、ding to EN 12566-1 or EN 12566-4 in small wastewater treatment systems for up to 50 PT. NOTE Equivalent septic effluent may come from existing septic tanks. It applies to the prefabricated secondary treatment unit, where all its components are packaged or site-assembled and placed on the market as a

    35、 kit by one manufacturer. The prefabricated secondary treatment unit consists of one or more tanks made of concrete, steel, unplasticised polyvinylchloride (PVC-U), polyethylene (PE), glass reinforced polyester (GRP-UP), polypropylene (PP), polydicyclopentadiene (PDCPD) or container made of flexible

    36、 sheets (HDPE, PP, PVC, EPDM). Other components specified by the manufacturer, such as pipes, pumps and filter material will be considered as part of the unit. This European Standard establishes the performance of the prefabricated secondary treatment units needed to verify their suitability for the

    37、 end use conditions for which the test methods are specified. This European Standard applies for the packaged and/or site assembled secondary treatment units for use on the top of the ground (outside the building) or buried in the ground where no vehicle loads are applied to the unit. This European

    38、Standard does not cover: non watertight secondary treatment units with direct infiltration into the ground; retrofit kits (see definition in 3.1.7). 2 Normative references The following referenced documents, in whole or in part, are normatively referenced in this document and are indispensable for i

    39、ts application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 16323:2014, Glossary of wastewater engineering terms EN 12566-1, Small wastewater treatment systems for

    40、up to 50 PT Part 1: Prefabricated septic tanks EN 12566-3:2016, Small wastewater treatment systems for up to 50 PT Part 3: Packaged and/or site assembled domestic wastewater treatment plants EN 12566-4, Small wastewater treatment systems for up to 50 PT Part 4: Septic tanks assembled in situ from pr

    41、efabricated kits EN 13501-1, Fire classification of construction products and building elements Part 1: Classification using data from reaction to fire tests 3 Terms, definitions, symbols, units and abbreviated terms 3.1 Terms and definitions For the purposes of this document, the terms and definiti

    42、ons given in EN 12566-3:2016 and EN 16323:2014 and the following apply. BS EN 12566-6:2016EN 12566-6:2016 (E) 8 3.1.1 packaged secondary treatment unit prefabricated factory-built unit which treats septic tank effluent to a declared quality 3.1.2 site assembled secondary treatment unit unit supplied

    43、 by one manufacturer composed of prefabricated components, assembled on site, which treats septic tank effluent to a declared quality 3.1.3 open unit prefabricated unit where there is no cover 3.1.4 nominal designation expressed as an integer giving the maximum number of population equivalent approp

    44、riate to the plant 3.1.5 product family group of products in which, for the purpose of evaluation, the selected property(s) is/are similar for all products within the group Note 1 to entry: The definition of family takes into account at least similar shape, equipment, materials and conditions of end

    45、 use and ensures the minimum hydraulic efficiency and minimum structural behaviour for all the products in the range. Note 2 to entry: The minimum level of performance (hydraulic efficiency and structural behaviour) are given by the test carried out on one model of the family. 3.1.6 wastewater treat

    46、ment system combination of units (e.g. septic tank) and/or products (e.g. pipes, pumps) required for the construction of wastewater treatment plant according to Figure 1 3.1.7 retrofit kit set of components that are provided by a single manufacturer for installation within an existing septic tank 3.

    47、1.8 flexible sheet flexible impermeable liner 3.2 Symbols and abbreviated terms The following symbols and abbreviations are used in this standard: BOD5(or BOD7) Biochemical oxygen demand at 5 days (or 7 days) COD Chemical oxygen demand KN Kjeldahl nitrogen NH4-N Ammonium nitrogen BS EN 12566-6:2016E

    48、N 12566-6:2016 (E) 9 SS Suspended solids TOC Total organic carbon PP Polypropylene PDCPD Polydicyclopentadiene HDPE High Density Polyethylene PVC Polyvinyl Chloride EPDM Ethylene Propylene Diene Monomer 4 Products characteristics 4.1 Design 4.1.1 General Prefabricated secondary treatment units for s

    49、eptic tank effluent shall be designed to be structurally stable with the expected loads for the intended use. In addition, the units shall be durable, watertight and corrosion resistant. Scaling rules, which ensure that the test results for one or more characteristics from any one unit within the family are valid for all other units within this family, shall be defined. Where electrical, mechanical or hydraulic malfunction of the unit could lead to any failure, it shall be provided with an alarm to indicate such failure. The functionality of th


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