Page 103 - Bexley SuDS DESIGN & EVALUATION
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9.6.6  The importance of protected openings

      There are no minimum thresholds for                    SuDS components such as permeable
      attenuated flow rates in SuDS design.                  pavements, bioretention or filter drains are
      Previously the drainage industry has applied           pre-filtered, and assuming collection through
      a minimum flow rate of 5 l/s but this does not         perforated pipes or similar, the flow control         Detailed Design

      take into account the need in SuDS for low             opening requires little additional protection.
      flow rate controls and the design of
                                                             Open SuDS components such as swales,
      protected openings.
                                                             ponds and basins, require additional
      Small sites and sub-catchments of larger               protection. One way to provide this
      sites may need to meet minimal outflow flow            protection is to use a stainless steel basket
      rates. Flows can be controlled down to 0.5             filled with 80-150mm stone with the
      – 2 l/s using small openings (15-20mm                  connecting pipe opening set within the stone
      diameter) with shallow depth of storage.               to prevent floating debris reaching the flow
                                                             control.




      A stainless steel mesh basket filled with 80-
      150mm aggregate forms an effective
      protection for pipe openings. Note the pipe
      opening has a mesh guard to stop stone
      migrating through the pipe.

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      Key points to be considered when designing                pass over the outlet as water rises in the
      protected openings:                                       SuDS component.

         ■  Protection to the opening should be of a            ■  Openings in the protective screen should
          reasonable surface area to allow for                  be smaller than the orifice opening size,
          accumulation of litter and vegetation                 thus any residual silt passing through
          across the surface of the protection.                 protective screen will pass through the
                                                                orifice opening.
         ■  Outlets in open structures should be
          located on a slope to encourage debris to



      London Borough of Bexley SuDS D & E Guide                                                        © 2018 McCloy Consulting & Robert Bray Associates
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