Page 40 - Newham SuDS DESIGN & EVALUATION GUIDE
P. 40

Concept Design  7.4.6  Introducing sub-catchments           When integrating SuDS into a development,                  A flow control generally defines the                   Concept Design drawings should identify               Concept Design

           Many drainage designs adopt an approach
                                                                                                                                                                                    sub-catchment boundaries with associated
                                                                                                                             downstream end of a sub-catchment, with
           where all flows are taken to the lowest point
                                                                  the site should be divided into sub-
                                                                                                                                                                                    storage and flow control locations
                                                                                                                             the flow control situated at the lowest
                                                                  catchments to maximise treatment and
           of the site and attenuated in a single location,
                                                                                                                                                                                    throughout the development.
                                                                                                                             topographical point within the sub-
           often referred to as a ‘pipe-to-pond’ or ‘pipe
                                                                  storage capacity.
                                                                                                                             catchment in locations that are accessible for
           to box’ approach.
                                                                  The sub-catchment boundary is usually
                                                                                                                             inspection and maintenance.
                                                                  defined as the surface area which drains to a
           The ‘pipe to pond’ approach can result in
           unsightly, polluted and sometimes hazardous
                                                                  considered as a mini-watershed.
           pond or basin features that offer little
           amenity or wildlife benefit. The ‘pipe to box’         particular flow control, and can be                                                                                                        Flow control with
                                                                  Flows are conveyed from one sub-catchment
           approach results in below-ground structures            to the next along one or more management                                                                                                   contolled discharge
           that provide no amenity or wildlife benefit at                                                                                                                                                    from one catchment to
                                                                  trains, following the modified flow routes                                                                                                 the next
           all. All end of pipe solution may fill with silt       determined early in the design process.
           and generate management problems.
                                                                  Each sub-catchment contributes flows to the                                                                               C1
                                                                  following sub-catchment or to an outfall.



                                                                                                                                                                                                                  C2
                                                                                                                                                                                C3


  35                                                                                                                                                                                                                                      36


                                                                                                                                                      C4

           Controlled flows are released from one sub-
           catchment feature to the next, as here at Birchen
           Coppice Primary School, Kidderminster.







                                                                                                                             Sub-catchments are generally defined by flow
                                                                                                                             controls. Flows are conveyed from one sub-
                                                                                                                             catchment to the next.





                                                                                                                                                                          Design Note:
                                                                                                                                 Integrating storage within sub-catchments, as part of site layout, greatly reduces the land
                                                                                                                                 take requirement for attenuation, by exploiting the inherent storage capacity of individual
                                                                                                                                                                         SuDS features.



           London Borough of Newham SuDS D & E Guide                                                     © 2018 McCloy Consulting & Robert Bray Associates  London Borough of Newham SuDS D & E Guide                                                     © 2018 McCloy Consulting & Robert Bray Associates
   35   36   37   38   39   40   41   42   43   44   45