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EN 12056-4:2000

Current

Current

The latest, up-to-date edition.

Gravity drainage systems inside buildings - Part 4: Wastewater lifting plants - Layout and calculation

Published date

21-06-2000

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Summarise this standard

Foreword
1 Scope
2 Normative references
3 Definitions, symbols, units and designation
   3.1 Definitions
        3.1.1 Wastewater lifting plant
        3.1.2 Backflow
        3.1.3 Flood level
        3.1.4 Backflow loop
        3.1.5 Duty flow, V[p]
        3.1.6 Discharge head, H[p]
        3.1.7 Collection tank for wastewater
               containing faecal matter
        3.1.8 Useful volume
   3.2 Symbols
4 Protection against backflow
5 Installation
   5.1 General requirements
   5.2 Pipework
   5.3 Ventilation
   5.4 Drains
   5.5 Electrical connections
6 Selection of wastewater lifting plants
   6.1 Determination of flow, Q[p]
   6.2 Determination of head, H[p]
        6.2.1 Calculation procedure for head, H[p]
        6.2.2 Static head, H[geo]
        6.2.3 Losses in valves and fittings, H[V,A]
        6.2.4 Friction losses in discharge pipework,
               H[V,R]
   6.3 Determination of useful volume, V
7 Commissioning
8 Inspection and maintenance
   8.1 Inspection
   8.2 Maintenance
   8.3 Maintenance contract
Annex A (informative)
Bibliography

This part gives layout, operation and maintenance requirements for lifting plants for wastewater containing faecal matter, faecal-free wastewater and rainwater within buildings and sites, together with their discharge pipework and connection to drain. It also covers faecal wastewater lifting plants for limited applications.

Committee
CEN/TC 165
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current

Sorry this product is not available in your region.