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Table 2

Examples of design sewer flooding criteria for standing floodwater, according to the recent standard (EN 752, 2017).

No.ImpactExample locationsReturn period (years)Probability of exceedance in any year (%)
Very small Roads or open spaces away from buildings 100 
Low Agricultural land (depending on land use, e.g. pasture, arable) 50 
Low to medium Open spaces used for public amenity 30 
Medium Roads or open spaces adjacent to buildings 20 
Medium to high Flooding in occupied buildings, excluding basements 10 10 
High Deep flooding in occupied basements or road underpasses 30 
Very high Critical infrastructure 50 
No.ImpactExample locationsReturn period (years)Probability of exceedance in any year (%)
Very small Roads or open spaces away from buildings 100 
Low Agricultural land (depending on land use, e.g. pasture, arable) 50 
Low to medium Open spaces used for public amenity 30 
Medium Roads or open spaces adjacent to buildings 20 
Medium to high Flooding in occupied buildings, excluding basements 10 10 
High Deep flooding in occupied basements or road underpasses 30 
Very high Critical infrastructure 50 

The return period should be increased (probabilities reduced) where the floodwater is moving faster. When undertaking rehabilitation of existing systems and where achieving the same design criteria for a new system would entail excessive cost, a lower value may be considered.

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