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9.5.3  Calculation processes

      Calculations used in SuDS design should                   ■  the long-term storage volume that needs

      always be viewed as estimates of what is                  to be managed (see 8.4.7)
      experienced in reality.  Calculation outputs              ■  flow velocities.
      will vary depending upon how inputs are                                                                      Detailed Design
      selected and the calculation process used.
                                                             There are a number of methods that can be
      The calculations for SuDS design are used to           used to carry out the calculations including
      assess:                                                manual calculations, spreadsheets, online
         ■  appropriate discharge rates via infiltration     tools and a variety of hydraulic modelling

          or controlled discharge rates to a                 software packages.
          watercourse or sewer
                                                             Calculation processes are summarised in the
         ■  the volume of runoff that requires storage       following table:
          to allow infiltration or attenuation to
          controlled discharge rates (see 9.6)


       Calculation process        Purpose of calculation                Main calculation inputs


       Runoff rates from          Used to define flow control rate      Local rainfall data; site area; soil
       greenfield and                                                   characteristics.
       brownfield sites
       estimate                                                                                                    78
       Attenuation storage        The runoff generated by the site is   Local rainfall data; site area;
       or infiltration storage    balanced against the controlled rate   proposed site impermeable area;
       estimate.                  of outflow.                           climate and creep adjustments;
                                                                        infiltration rates; soil characteristics;
                                                                        discharge rate(s).

       Long term storage          Determining the difference in the     Local rainfall data; site area; existing
       estimate                   volume of runoff between pre-         site impermeable area; proposed site
                                  development and post development      impermeable area; infiltration rates;
                                  scenarios                             soil characteristics; rain harvest
                                                                        volume, losses provide by SuDS,
                                                                        proposed discharge rate(s).
       Flow velocity check        Flow velocity calculated to ensure:   Component sectional geometry;
                                                                        component gradient; component
                                  Conveyance along vegetated
                                                                        surface type (roughness); proposed
                                  channels do not cause erosion;
                                                                        flow rates.
                                  Low flow velocities for 1 in 1 year
                                  rainfall to allow settlement of silt.






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