SuDS in London - a guide
sustainable-urban-drainage-november-2016
sustainable-urban-drainage-november-2016
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4. Attenuation <strong>in</strong> tree trenches 5. Discharge to watercourse<br />
6. Surface water sewer outfall<br />
4. Attenuate ra<strong>in</strong>water by stor<strong>in</strong>g <strong>in</strong> tanks,<br />
sealed water features, permeable pav<strong>in</strong>g<br />
and tree trenches for gradual release:<br />
Although these systems can be configured<br />
to suit a variety of below-ground conditions,<br />
carefully consider utilities to avoid damag<strong>in</strong>g<br />
long-term tree-root<strong>in</strong>g potential. Surface<br />
water can potentially be re-used <strong>in</strong> tree<br />
trench plant<strong>in</strong>g.<br />
5. Discharge ra<strong>in</strong>water directly to a<br />
watercourse: this can offer a low-cost<br />
option for surface water dispersal,<br />
provided the surface water is pollutantfree.<br />
Liaise closely with water body<br />
authorities as they may put limits on how<br />
much water can be discharged <strong>in</strong>to the<br />
conveyanc<strong>in</strong>g system.<br />
6. Discharge ra<strong>in</strong>water to a surface water<br />
sewer/dra<strong>in</strong>: this has traditionally been<br />
<strong>London</strong>’s default approach to ra<strong>in</strong>water<br />
management. However, <strong>London</strong>’s sewer<br />
network is so <strong>in</strong>tertw<strong>in</strong>ed with the foul<br />
network that there is a need to segregate<br />
conveyance systems to m<strong>in</strong>imise<br />
contam<strong>in</strong>ation and effluent<br />
treatment costs.<br />
7. Discharge ra<strong>in</strong>water to the comb<strong>in</strong>ed<br />
sewer: the economic justification needs to<br />
be set exceptionally high to mitigate the<br />
commercial demand for such a choice. In<br />
retrofit scenarios, the comb<strong>in</strong>ed sewer may<br />
be the only option. If so, control of discharge<br />
rate and water quality will be critical.<br />
7. Comb<strong>in</strong>ed sewer outfail<br />
130 6 Implementation