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NS EN 12056-4 : 1ED 2000

Current

Current

The latest, up-to-date edition.

GRAVITY DRAINAGE SYSTEMS INSIDE BUILDINGS - PART 4: WASTEWATER LIFTING PLANTS - LAYOUT AND CALCULATION

Published date

12-01-2013

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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 Vp
             3.1.6 Discharge head, Hp
             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, Qp
      6.2 Determination of head, Hp
             6.2.1 Calculation procedure for head, Hp
             6.2.2 Static head, Hgeo
             6.2.3 Losses in valves and fittings, Hv,a
             6.2.4 Friction losses in discharge pipework,
                      Hv,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

Gives operation, layout 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. Also covers faecal wastewater lifting plants for limited applications.

DocumentType
Standard
PublisherName
Norwegian Standards (Norges Standardiseringsforbund)
Status
Current

Standards Relationship
DIN EN 12056-4:2001-01 Identical
BS EN 12056-4:2000 Identical
EN 12056-4:2000 Identical
UNE-EN 12056-4:2001 Identical
UNI EN 12056-4 : 2001 Identical

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