Page 136 - Oxfordshire SuDS DESIGN & EVALUATION
P. 136

Detailed Design  Channels and rills

           Sett Channels and rills keep rainwater at or
           near the surface. This is important as it allows
           water to flow directly into SuDS features
           reducing cost, trip hazards and the
           inconvenience of deep structures in the
           landscape.

           In some places a grated surface channel may
           be more appropriate but the mesh size
           should not be too small or the grating will be                                 A planted rill at Bewdley
                                                                                             School Science Block.
           prone to blockage.
           Collecting runoff from a road can be more
           difficult where there is a path present and a
           flush kerb inlet or chute gully may be needed.




           Use of pipes
           Although SuDS are delivered without the
           requirement for extensive piped networks,
           short lengths of pipe can still be very useful

           in providing connections under roads,                  A granite sett channel collecting and conveying
  131      footpaths and other crossing points. Key                                runoff at Holland Park, London.

           points to consider are as follows:

              ■  Short lengths of pipework should allow
               direct rodding from one end of the pipe
               to the other without the need for internal
               chambers.

              ■  Inlets and outlets should be designed so
               that they are not prone to blockage.
              ■  An exceedance flow path should be
                                                                   Concrete pipe surround has been used here  to
               integrated into the development surface           provide minimal cover for a driveway crossing at
               above pipework to ensure that                                             Devonshire Hill, Haringey.
               unpredictable flows are directed SuDS
               immediately after the crossing.
              ■  The depth of the downstream component               concrete surround can be considered to

               should not be artificially increased due to           minimise cover - as used for driveway
               a requirement for structural cover over               crossings at the Devonshire Hill project
               pipework. Different pipe materials or                 above.


           Oxfordshire County Council SuDS D & E Guide                                                       © 2018 McCloy Consulting & Robert Bray Associates
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