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Detailed Design  9.5  Designing for hydraulic requirements

           Development causes an increase in runoff
                                                                  Expressing calculation outputs in an
                                                                  understandable format allows for easy
           which increases the risk of flooding on site
                                                                  application within the design process as well
           and elsewhere. Where runoff is temporarily
                                                                  as transparency for evaluation.
           stored it allows for a controlled release either
           into the ground or into a watercourse or
           sewer.

           The storage volume required can be
           estimated using information such as the local
           rainfall characteristics and the rate at which
           flow is controlled to leaving the site.





           9.5.1  Objectives of hydraulic calculations



           Hydraulic calculations can:                               ■  make allowance for unknown factors such
                                                                     as potential for runoff from off-site
              ■  inform and validate the SuDS design
                                                                     ■  provide confidence that SuDS will
              ■  provide confidence that there is sufficient
               capacity to cater for the additional runoff           function hydraulically and will not be
                                                                     prone to erosion.
  77           generated by the development to desired
               design standards






           9.5.2  What calculations should demonstrate

           Designers should demonstrate through the
           calculation process:

              ■  how the rates and volumes of runoff                 ■  that the correct calculation inputs and

               generated from development will not                   processes have been used
               pose a flood risk within site boundary or             ■
               elsewhere                                             where exceptional flows are experienced,
                                                                     such as; design exceedance, instances of
              ■  that future impacts to runoff such as               blockage, or flows from offsite, they can
               climate change and urban creep are                    be managed within flow routes without
               accounted for                                         causing unreasonable risk to humans or
                                                                     development.





           Wyre Forest District Council SuDS D & E Guide                                                     © 2018 McCloy Consulting & Robert Bray Associates
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