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Hillingdon SuDS Design & Evaluation Guide

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Source Controls providing collection &<br />

conveyance<br />

Water must either be kept at or near the<br />

surface to allow runoff to flow into <strong>SuDS</strong><br />

structures, or it must be collected through<br />

permeable surfaces.<br />

The simplest method of collection of runoff<br />

from an impermeable surface is to intercept it<br />

as sheet flow from a hard surface. Where<br />

runoff flows directly from hard surfaces to<br />

filter strips or swales then runoff must leave<br />

the hard surface effectively without the risk<br />

of ponding.<br />

■■<br />

■■<br />

swales<br />

filter drains<br />

Pershore High School, Worcestershire.<br />

Low risk access road with 1.2m wide filter strip<br />

source control and conveyance swale.<br />

Detailed <strong>Design</strong><br />

Site Controls<br />

Where runoff is collected at the surface, a<br />

depression in the ground, mimicing hollows in<br />

the natural landscape, is the easiest and most<br />

cost effective way to manage large volumes<br />

of water in the landscape.<br />

Where landscape is limited, storage<br />

opportunities within pavements and on roofs<br />

should be explored.<br />

Careful design can maximize opportunities<br />

with different design volumes in different<br />

places providing maximum opportunities for<br />

multi-functional use and biodiversity.<br />

Pershore High School, Worcestershire.<br />

Swale conveyance into pond site control for<br />

final treatment and storage.<br />

124<br />

■■<br />

■■<br />

■■<br />

■■<br />

basins<br />

wetlands<br />

ponds<br />

storage structures<br />

London Borough of <strong>Hillingdon</strong> <strong>SuDS</strong> D & E <strong>Guide</strong><br />

© 2018 McCloy Consulting & Robert Bray Associates

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