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INTRODUCTION, FAILURES AND SUCCESSES
Surface water drainage systems developed in line
with the ideals of sustainable development and
address the consequences of climate change.
They are collectively known as SUDS.
They are being implemented right across the
world as the importance of water increases
(excluding permafrost regions).

They are designed to:
Manage the environmental risks resulting
from Urbanisation
Contribute to environmental enhancement.
Minimisation of the impact from the development on the quality
and quantity of the runoff and maximise amenity and
biodiversity opportunities.
The extent to which this is possible depends on the site, but the ideal is they have
equal standing. All SUDS systems needs to have at least 2 of the 3 elements:


                                 Amenity &
                                Biodiversity



                       Quantity               Quality
Enhancing         Reduce run    Reduce run off
biodiversity       off rates       volumes



  Enhanced
 amenity and      What ARE WE TRYING
                     TO ACHIEVE?
aesthetic value



    Reducing pollutant         Encouraging
   concentrations and a    groundwater recharge
    buffer mechanism
What does not count as SUDS?




Giant tanks with impermeable liners
NO VOLUME REDUCTION – NO GROUNDWATER RECHARGE
NO WATER TREATMENT – NO ECOLOGICAL AND NO
BIODIVERSITY VALUE
MOST DRAINAGE DESIGN PRE 1990
PEAK ATTENUATION REDUCTION
                 Without attenuation

Flow
(m3/s)
                          With attenuation




                          Time
EU Water             Buildings            Flood Water
    Framework         Regulations various    Management Act
Directive 20/60/EC         amend.                 2010




 Water Industry Act    Various other Water     Groundwater
        1991                   Bills         Regulations 1998




          Land Drainage Act          Water Resources
                1991                    Act 1991
• Soakaways, Swales, permeable
Discharge to
groundwater               block paving and other source
                          control

      Discharge to       • EA or LDA approval and
      watercourse          controls


                   Discharge to
                                     • Automatic right
               surface water sewer
                                       removed



                                Discharge to
                              combined sewer
If you can’t infiltrate at
     all then harvesting is
                                   Must treat
     likely to be necessary        first 5mm


                                                       In public highways
                                                       Or public areas, not
                                                       back gardens
Not onerous, but
sensible and                      Adoptable
practical           Minimum                      Located in
                   construction   standards      accessible
                    standards                     location
                                    2013




                                       Early
Appointment of experienced         engagement
                                                Drainage Impact / Drainage
 Civil Engineer very early in        prior to   Strategy Reports necessary
                     project         planning   as per Scotland
Problems included:
 Very low infiltration

 No surface water sewer within 80m

 No watercourses within 200m




                      High groundwater level (seasonal)
Rainwater
Maximising Source    Garden
control techniques   Quantity
   and wetted        Amenity
                     Biodiversity
    perimeter
                     Health
Landscaping
swale
Attenuation
Biodiversity          Porous
                      Asphalt
                      Permeable
                      block
                      Paved Car
                      Parks
                      Quality
                      Quantity
Small internal courtyard


 RWPS




                                        High level overflow
Attenuation                             to public sewer
crates
                        Fountain pump   Storm water
                                        storage
Residential flats with underground car park


                   RWPS from roof


                                   Flats




Car park flow          Basement
To foul sewer

                                                         Boundary

                Impermeable
                ground               Storm water attenuation and
                                     separation prior to borehole
Stephen Gibson, Director – Wilsham Consulting
E stephen@wilsham.co.uk
T 01235 529646
M 07449948261
W www.wilsham.co.uk

Wilsham provide civil engineering professional services across a
very wide spectrum of developments, from hotels, private luxury
houses, estate water master-planning, churches, water companies,
cathedrals, schools and health facilities.

This includes:
• FRAs, Residential and commercial estate water master-planning,
• Drainage Impact / Strategy Reports to support SAB applications
• Highway Design,
• Waste water design,
• Groundwater and flood mitigation
• Engineering advice to water company legal groups

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Sustainable Water Civil Design

  • 2. Surface water drainage systems developed in line with the ideals of sustainable development and address the consequences of climate change. They are collectively known as SUDS. They are being implemented right across the world as the importance of water increases (excluding permafrost regions). They are designed to: Manage the environmental risks resulting from Urbanisation Contribute to environmental enhancement.
  • 3. Minimisation of the impact from the development on the quality and quantity of the runoff and maximise amenity and biodiversity opportunities. The extent to which this is possible depends on the site, but the ideal is they have equal standing. All SUDS systems needs to have at least 2 of the 3 elements: Amenity & Biodiversity Quantity Quality
  • 4. Enhancing Reduce run Reduce run off biodiversity off rates volumes Enhanced amenity and What ARE WE TRYING TO ACHIEVE? aesthetic value Reducing pollutant Encouraging concentrations and a groundwater recharge buffer mechanism
  • 5. What does not count as SUDS? Giant tanks with impermeable liners NO VOLUME REDUCTION – NO GROUNDWATER RECHARGE NO WATER TREATMENT – NO ECOLOGICAL AND NO BIODIVERSITY VALUE MOST DRAINAGE DESIGN PRE 1990
  • 6. PEAK ATTENUATION REDUCTION Without attenuation Flow (m3/s) With attenuation Time
  • 7.
  • 8. EU Water Buildings Flood Water Framework Regulations various Management Act Directive 20/60/EC amend. 2010 Water Industry Act Various other Water Groundwater 1991 Bills Regulations 1998 Land Drainage Act Water Resources 1991 Act 1991
  • 9. • Soakaways, Swales, permeable Discharge to groundwater block paving and other source control Discharge to • EA or LDA approval and watercourse controls Discharge to • Automatic right surface water sewer removed Discharge to combined sewer
  • 10. If you can’t infiltrate at all then harvesting is Must treat likely to be necessary first 5mm In public highways Or public areas, not back gardens Not onerous, but sensible and Adoptable practical Minimum Located in construction standards accessible standards location 2013 Early Appointment of experienced engagement Drainage Impact / Drainage Civil Engineer very early in prior to Strategy Reports necessary project planning as per Scotland
  • 11. Problems included:  Very low infiltration  No surface water sewer within 80m  No watercourses within 200m High groundwater level (seasonal)
  • 12. Rainwater Maximising Source Garden control techniques Quantity and wetted Amenity Biodiversity perimeter Health Landscaping swale Attenuation Biodiversity Porous Asphalt Permeable block Paved Car Parks Quality Quantity
  • 13. Small internal courtyard RWPS High level overflow Attenuation to public sewer crates Fountain pump Storm water storage
  • 14. Residential flats with underground car park RWPS from roof Flats Car park flow Basement To foul sewer Boundary Impermeable ground Storm water attenuation and separation prior to borehole
  • 15. Stephen Gibson, Director – Wilsham Consulting E stephen@wilsham.co.uk T 01235 529646 M 07449948261 W www.wilsham.co.uk Wilsham provide civil engineering professional services across a very wide spectrum of developments, from hotels, private luxury houses, estate water master-planning, churches, water companies, cathedrals, schools and health facilities. This includes: • FRAs, Residential and commercial estate water master-planning, • Drainage Impact / Strategy Reports to support SAB applications • Highway Design, • Waste water design, • Groundwater and flood mitigation • Engineering advice to water company legal groups