SuDS in London - a guide
sustainable-urban-drainage-november-2016
sustainable-urban-drainage-november-2016
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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