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SuDS in London - a guide

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Objectives<br />

• Manage water quality by improv<strong>in</strong>g<br />

remediation capabilities<br />

SECTION AA<br />

• Mitigate rail <strong>in</strong>frastructure flood risk<br />

• Improved water quality<br />

• Reduced waste from build<strong>in</strong>g<br />

demolition through the reuse of<br />

waste rubble for swale construction<br />

• Any outflow from the scheme is<br />

conveyed to River Ingrebourne,<br />

not to rail <strong>in</strong>frastructure<br />

• Enhanced local biodiversity<br />

• Enhance local biodiversity<br />

Actions and results<br />

• Surface water from the railway l<strong>in</strong>es<br />

and from the outflows of the substation<br />

roof is attenuated. This has<br />

enhanced the site’s flood resilience<br />

and reduced saturation of the soil on<br />

the slopes by the River Ingrebourne.<br />

Slope stability has improved as a result<br />

• Monthly remote monitor<strong>in</strong>g provides<br />

data on water quantity. Data SECTION loggers BB<br />

are attached to sampl<strong>in</strong>g chambers.<br />

These conta<strong>in</strong> water chambers<br />

which house water level sensors<br />

• Plant establishment is be<strong>in</strong>g monitored<br />

• Enhancement of outlook over rail<br />

<strong>in</strong>frastructure from residential CRUSHED BRICK areas<br />

Ø225MM DRAINAGE PIPE<br />

SECTION AA<br />

SECTION BB<br />

Depth varies 0.87-1.00m<br />

Ø225MM DRAINAGE PIPE<br />

Depth varies 0.87-1.00m<br />

CRUSHED BRICK<br />

Depth varies 0.87-1.00m<br />

Lessons learned<br />

• Design required an <strong>in</strong>terface with<br />

BENTONITE SEAM<br />

conventional dra<strong>in</strong>age systems<br />

EXISTING CONCRETE SLAB<br />

EXISTING CONCRETE SLAB<br />

BENTONITE SEAM<br />

BENTONITE SEAM<br />

APRON<br />

APRON<br />

Ø450MM DRAINAGE PIPE<br />

(FUTURE CONNECTION TO TRACK DRAINAGE)<br />

RAMP<br />

Images courtesy of LU Infrastructure Protection<br />

RAM<br />

• Water quality is be<strong>in</strong>g sampled monthly<br />

from five locations and analysed.<br />

Depth varies 0.87-1.00m<br />

BENTONITE SEAM<br />

Ø450MM DRAINAGE PIPE<br />

(FUTURE CONNECTION TO TRACK DRAINAGE)<br />

EXISTING CONCRETE SLAB<br />

Benefits<br />

• Ability to withstand a one <strong>in</strong> 100<br />

year flood event of 59L/sec<br />

EXISTING CONCRETE SLAB<br />

Swale sections<br />

80 5 Case studies<br />

3rd floor Albany House, 55 Broadway<br />

SW1H 0BD, <strong>London</strong><br />

Contact: Mel<strong>in</strong>a Kakouratou<br />

Tel: 020 7027 8137| Mobile: 0792 140 3141<br />

3rd floor Albany House, 55 Broadway<br />

SW1H 0BD, <strong>London</strong><br />

Contact: Mel<strong>in</strong>a Kakouratou<br />

Tel: 020 7027 8137| Mobile: 0792 140 3141<br />

E-mail: Mel<strong>in</strong>aKakouratou@tube.tfl.gov.uk<br />

Project title<br />

Project title<br />

UPMINSTER BRIDGE SUBSTATION SWALES<br />

AS BUILT<br />

UPMINSTER BRIDGE SUBSTATION SWALES<br />

AS BUILT<br />

Drawn<br />

MM<br />

Checked<br />

Date<br />

11/06/2015<br />

Scale<br />

1:100@A3<br />

Revision<br />

Ref.<br />

Drawn<br />

MM<br />

Checked<br />

Date<br />

11/06/201<br />

Scale

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