SuDS in London - a guide
sustainable-urban-drainage-november-2016
sustainable-urban-drainage-november-2016
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Bioretention ra<strong>in</strong> garden <strong>in</strong> Vauxhall<br />
Design considerations<br />
Edge protection: typically, bioretention<br />
components are sited below pavement<br />
surface levels and can hold stand<strong>in</strong>g water.<br />
It is therefore important that the <strong>in</strong>terface<br />
with pedestrian and vehicular movement<br />
is carefully considered. Bioretention can<br />
be profiled <strong>in</strong> various ways, with soft<br />
edges and gentle side slopes, or hard<br />
edges and vertical sides.<br />
Inlets: <strong>in</strong>lets may be necessary, especially<br />
when hard edge protection is required.<br />
Erosion at <strong>in</strong>let po<strong>in</strong>ts can be prevented by<br />
reduc<strong>in</strong>g the surface water flow velocity<br />
via a sediment trap or a re<strong>in</strong>forced and<br />
textured zone. Protection grilles should not<br />
be used unless the <strong>in</strong>let diameter is greater<br />
than 350mm. An outfall provides overflow<br />
when heavy ra<strong>in</strong>fall means <strong>in</strong>filtration <strong>in</strong>to<br />
the soil is too slow.<br />
Erosion: bioretention systems aim to catch<br />
flow<strong>in</strong>g surface water. Soft landscapes<br />
may suffer erosion, so design the feature<br />
to control the surface water runoff<br />
movement through the use of weirs,<br />
check dams, erosion control matt<strong>in</strong>g<br />
and plant<strong>in</strong>g.<br />
Pollution/contam<strong>in</strong>ation: pollution and<br />
contam<strong>in</strong>ation sources affect<strong>in</strong>g surface<br />
and ground water may affect plant<strong>in</strong>g,<br />
so the plant<strong>in</strong>g specification should be<br />
designed to meet the site conditions.<br />
Bioretention systems can remediate water<br />
contam<strong>in</strong>ants with the use of filtration<br />
mediums, normally sand-based material<br />
with a source of organic matter to provide<br />
nutrients for plant<strong>in</strong>g.<br />
Sedimentation: slow<strong>in</strong>g surface water<br />
flow allows f<strong>in</strong>e particles to be removed.<br />
Design should limit excessive sediment<br />
accumulation that could reduce storage<br />
volume, filtration and <strong>in</strong>filtration rates.<br />
Exceedance: bioretention systems can deal<br />
with only small catchment areas and are<br />
likely to be overwhelmed dur<strong>in</strong>g heavy<br />
storms. The design should therefore allow<br />
for cont<strong>in</strong>gency flow paths and/or<br />
provide outfall.<br />
Outfalls: if an outfall is required, consider<br />
the location, particularly the relative<br />
level of potential discharge locations, as<br />
bioretention system outfalls can be deep<br />
compared to conventional dra<strong>in</strong>age.<br />
Ma<strong>in</strong>tenance<br />
Bioretention systems require rout<strong>in</strong>e site<br />
ma<strong>in</strong>tenance operations to ensure efficient<br />
operation. Inlets and outfalls require<br />
periodic <strong>in</strong>spection.<br />
Useful design guidance<br />
CIRIA C753 The <strong>SuDS</strong> Manual, Chapter 18<br />
48 3 <strong>SuDS</strong> components