SuDS in London - a guide
sustainable-urban-drainage-november-2016
sustainable-urban-drainage-november-2016
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4.4 LANDSCAPE WATER MANAGEMENT STRATEGY<br />
Street scenario 1 (55%) – (49%)<br />
4.4.1 WATER MANAGEMENT<br />
Street scenario 2 (32%) - (5%)<br />
Street scenario 3 (20%) – (4%)<br />
bene<br />
Street scenario 4 (38%) – (3%)<br />
Street scenario 5 (26%) – (25%)<br />
are as follows:<br />
Street scenario 6 (29%) – (1%)<br />
Street scenario 7 (20%) – (30%)<br />
Street scenario 8 (9%) – (5%)<br />
An <strong>in</strong> tegrated approach to water management <strong>in</strong> N<strong>in</strong>e<br />
Elms Parkside could realise signi cant environmental<br />
terms of water conservation, waste<br />
m<strong>in</strong>imization and pollution control. The purpose of the<br />
strategy is to establish a hierarchy of <strong>in</strong>terventions<br />
that optimises the conservation and management<br />
of water with<strong>in</strong> the wider environment, and future<br />
community. The key <strong>in</strong>terventions to be <strong>in</strong>corporated<br />
Podium Level Courtyards - Potential permeable<br />
pav<strong>in</strong>g us<strong>in</strong>g dra<strong>in</strong>age mats (<strong>in</strong>dicative)<br />
Permeable Surface/ Plant<strong>in</strong>g area - Ra<strong>in</strong><br />
water will be absorbed, no water to enter <strong>in</strong>to<br />
underly<strong>in</strong>g controlled waters<br />
Swale - Water collected locally from roads and<br />
paths and connect<strong>in</strong>g <strong>in</strong>to wider dra<strong>in</strong>age<br />
This analysis <strong>in</strong>dicates that the<br />
system<br />
implementation of <strong>SuDS</strong> is potentially<br />
more cost-effective than conventional<br />
dra<strong>in</strong>age <strong>in</strong> construction cost terms<br />
alone. The range <strong>in</strong> the percentages is due<br />
primarily to variables <strong>in</strong> the costs of pav<strong>in</strong>g<br />
specifications.<br />
Attenuation Bas<strong>in</strong> - Overflow storage system<br />
for ra<strong>in</strong>fall event <strong>in</strong> excess of 1 <strong>in</strong> 30 year storm<br />
Underground Storm Cell - Attenuat<strong>in</strong>g ra<strong>in</strong>fall<br />
from roof and pav<strong>in</strong>g before water enters the<br />
dra<strong>in</strong>age system. This can reduce peak runoff<br />
flows to the allowable green field run-off rate<br />
Many schemes with<strong>in</strong> <strong>London</strong> will require<br />
retrofitted design solutions. In these cases,<br />
costs may be <strong>in</strong>curred <strong>in</strong> remov<strong>in</strong>g or<br />
adapt<strong>in</strong>g exist<strong>in</strong>g <strong>in</strong>frastructure.<br />
<strong>SuDS</strong> projects 60 often form part of<br />
wider development proposals, where<br />
the cost of susta<strong>in</strong>able dra<strong>in</strong>age would<br />
be <strong>in</strong>tegrated from the start and<br />
economies of scale apply. In all situations,<br />
adjacencies create variability when deal<strong>in</strong>g<br />
with different ownerships and boundaries.<br />
N<strong>in</strong>e Elms l<strong>in</strong>ear park: <strong>SuDS</strong> as part<br />
of wider development proposals<br />
Illustrative Scheme Masterplan, 201 6<br />
4.4 LANDSCAPE WATER MANAGEMENT STRATEGY<br />
4.4.1 WATER MANAGEMENT<br />
An <strong>in</strong> tegrated approach to water management <strong>in</strong> N<strong>in</strong>e<br />
Elms Parkside could realise signi cant environmental<br />
bene terms of water conservation, waste<br />
m<strong>in</strong>imization and pollution control. The purpose of the<br />
strategy is to establish a hierarchy of <strong>in</strong>terventions<br />
that optimises the conservation and management<br />
of water with<strong>in</strong> the wider environment, and future<br />
community. The key <strong>in</strong>terventions to be <strong>in</strong>corporated<br />
are as follows:<br />
Podium Level Courtyards - Potential permeable<br />
pav<strong>in</strong>g us<strong>in</strong>g dra<strong>in</strong>age mats (<strong>in</strong>dicative)<br />
Permeable Surface/ Plant<strong>in</strong>g area - Ra<strong>in</strong><br />
water will be absorbed, no water to enter <strong>in</strong>to<br />
underly<strong>in</strong>g controlled waters<br />
Swale - Water collected locally from roads and<br />
paths and connect<strong>in</strong>g <strong>in</strong>to wider dra<strong>in</strong>age<br />
system<br />
Attenuation Bas<strong>in</strong> - Overflow storage system<br />
for ra<strong>in</strong>fall event <strong>in</strong> excess of 1 <strong>in</strong> 30 year storm<br />
Underground Storm Cell - Attenuat<strong>in</strong>g ra<strong>in</strong>fall<br />
from roof and pav<strong>in</strong>g before water enters the<br />
dra<strong>in</strong>age system. This can reduce peak runoff<br />
flows to the allowable green field run-off rate<br />
Image courtesy of Caml<strong>in</strong>s<br />
135 7 Cost benefit