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Experience with SuDS in Dublin

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All new development shall incorporate SuDS facilities, unless the developer can ... Site critical duration storm to be used to assess attenuation storage volume. ... – PowerPoint PPT presentation

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Title: Experience with SuDS in Dublin


1

IEMA Conference Are SuDS the answer for drainage?
  • Experience with SuDS in Dublin

December 2007
Padraig Doyle Senior Project Manager Mott
MacDonald Pettit
2
Stormwater and Urbanisation
  • Runoff from greenfield sites - natural situation
  • Effect of urbanisation
  • Increase in rate, volume and pollutant load of
    runoff

3
Greenfield
Urban
4
Need for Stormwater Control
  • Flooding
  • Treatment costs
  • Surcharging
  • Lack of capacity for development
  • Spills from Combined Sewer Overflows
  • Pollution from stormwater runoff

5
Pollution from Stormwater Runoff
  • Pollution from runoff
  • Oils, antifreeze etc.
  • Litter/ food stuffs
  • Decaying grass, leaves and vegetable matter
  • Animal waste
  • First Flush
  • Pollutants build up and decay during dry weather
    - washed into streams under low flow conditions

6
Sustainable Drainage Systems (SuDS)
  • Mimics Natural Behaviour
  • Stormwater Control
  • Removal of Pollutants
  • Amenity Value

7
SuDS Management/Treatment Train Concept
SuDS Train
8
SuDS as an Environmental Solution
  • Control of Flows
  • Settlement of Solids
  • Organic Breakdown
  • INFILTRATION

9
Climate Change
  • Environmental issues
  • Baseflows up to 40 lower
  • Combined Sewer Overflows
  • Wastewater Treatment Works
  • SuDS Benefits
  • Potentially more flexible than piped systems
  • Mimics natural cycle can combat lowering of
    Groundwater Table and river baseflows
  • Reduced need for Combined Sewer Overflows

10
Introduction to Greater Dublin Strategic Drainage
Study
  • Commissioned by DoEHLG
  • Seven Local Authorities
  • 150,000ha/ 1.2M Population
  • Study Budget in Excess of 10M
  • Funded by DoEHLG under NDP
  • Tolka Study Funded by OPW

11
GDSDS - Recommendation of Policies
  • New Development
  • Stormwater Management
  • Environment
  • Infiltration/ Ex-filtration
  • Basements
  • Climate Change

12
DCCs Development Plan
  • Policy U27
  • It is the policy of Dublin City Council to
    promote the use of sustainable drainage systems,
    which balance the impact of urban drainage
    through the achievement of control of run-off
    quantity and quality and enhancing amenity and
    habitat.
  • Policy U30
  • It is the policy of Dublin City Council to
    require that all new development must be
    constructed in compliance with the Greater Dublin
    Strategic Drainage Study document entitled "New
    Development Policy, Technical Guidance Document".

13
"New Development Policy, Technical Guidance
Document"
  • All new development shall incorporate SuDS
    facilities, unless the developer can demonstrate
    that SuDS is impractical due to site
    circumstances. Where SuDS cannot be provided, the
    developer shall provide alternative means of
    dealing with pollutants.

14
Stormwater Design Philosophy
  • Use of site storage to provide a mechanism by
    which the river regime can be maintained in its
    natural state, by minimising the difference
    between the developed and undeveloped local
    catchment runoff.
  • Storage must therefore limit the Flow Rate AND
    Volume of surface water runoff that drains
    directly off the developed site.
  • Interception storage and infiltration to
    groundwater of rainfall is important.
  • Four Design Criteria

15
1) River Water Quality Protection
  • Small Events - Interception storage of at least
    5mm, and preferably 10mm, of rainfall where
    runoff to the receiving water can be prevented.
  • Where initial runoff from at least 5mm of
    rainfall cannot be intercepted, treatment of
    runoff (treatment volume) is required.
  • Retention pond (if used) to have minimum pool
    volume equivalent to 15mm rainfall.

16
2) River Regime Protection
  • 1 yr. storm - Discharge rate equal to 1 year
    greenfield site peak runoff rate or 2l/s/ha,
    whichever is the greater. Site critical duration
    storm to be used to assess attenuation storage
    volume.
  • 100 yr. storm - Discharge rate equal to 1 in 100
    year greenfield site peak runoff rate. Site
    critical duration storm to be used to assess
    attenuation storage volume.

17
3) Level of Service (flooding) for Site
  • 30 yr. storm - No flooding on site except where
    specifically planned flooding is approved. Summer
    design storm of 15 or 30 minutes are normally
    critical.
  • 100 yr. storm - Planned flood routing and
    temporary flood storage accommodated on site for
    short high intensity storms. Site critical
    duration events.
  • No internal property flooding. Floor levels at
    least 500mm above maximum river level and
    adjacent onsite storage retention.
  • No flooding of adjacent urban areas. Overland
    flooding managed within the development.

18
4) River Flood Protection
  • 100 yr. storm - Long-term floodwater
    accommodated on site for development runoff
    volume which is in excess of greenfield runoff
    volume.
  • Temporary flood storage drained by infiltration
    on a designated flooding area brought into
    operation by extreme events only.
  • 100 year, 6 hour duration storm to be used for
    assessment of the additional volume of runoff.
  • Infiltration storage provided equal in volume to
    long term storage. Usually designed to operate
    for all events.
  • Maximum discharge rate of QBAR or 2 l/s/ha,
    whichever is the greater, for all attenuation
    storage where separate long term storage cannot
    be provided.

19
Four Criteria
20
Perceived risk to Groundwater
  • Higher pollutant risk from developed areas
  • SuDS can remove pollutants
  • Can use sealed systems near sensitive aquifers or
    areas with low permeability
  • Proper design is vital!

21
SuDS and Groundwater
  • Not adding any new water to ground water
  • Aim is to stop development from interfering with
    natural hydrological cycle
  • Restoration of natural hydrological cycle will
    benefit groundwater

22
SuDS can benefit Groundwater
  • Ground water recharge combats lowering of
    groundwater levels in urban areas
  • Urban trees
  • Baseflows in streams
  • Global warming

23
SuDS are now reality here
  • Extensive use internationally
  • Traditional pipe and gully system has failed
  • Lack of maintenance - flooding
  • Lack of hydraulic capacity - flooding
  • Serious pollution problems
  • New policies have been adopted by seven Dublin
    Region local authorities and are also being used
    in other areas

24
Application of SuDS policies
  • Need for attenuation is widely accepted
  • Good application of SuDS on large sites
  • More resistance where footprint is small but
    roof gardens/ infiltration systems?
  • Introduction of SuDS website will help designers
    and checkers alike
  • www.irishsuds.ie
  • NOTE Website gives preliminary figures only

25
Application of SuDS policies (2)
  • Implementation of Environmental criteria has
    proved most difficult
  • Resistance to soft solutions in urban areas
  • - land take
  • - safety
  • - maintenance
  • Still a lot of hard structural solutions
  • Situation will evolve as knowledge increases

26
Summary
  • SuDS is compulsory under new Dublin Regional
    Drainage Policies
  • Policies are spreading to other areas
  • SuDS
  • Stormwater Control
  • Environmental Improvements
  • Amenities

27
www.mottmacpettit.ie
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