Climate change appears to be increasing
extremes of weather in the UK, periods of drought followed by periods of abnormally heavy rainfall. The problem with
the heavy rain periods is that they lead to flash flooding often with devestating consequences (remember 20th July, 2007!).
To address this problem, the drainage
systems of towns, cities and developments have been surveyed
and a policy of Sustainable Urban Drainage Systems (SUDS) has been developed
to counteract the problems being encountered.
SUDS addresses issues of the quantity
of the water run off from sites with buidings and hard-standing by using
stormwater attenuation systems (tanks that collect the water and allow discharge
at a reduced rate) and/or rainwater harvesting systems (the collection of
rainwater from roofs for storage and reuse).
Separators can also be employed to remove
any oil contaminants from discharges from areas such as yards and car parks.
Stormwater Attenuation Systems
When the peak inflow rate in a storm
exceeds the allowed discharge into the watercourse, the excess flow
has to be ‘attenuated’ on the site for the duration of the storm.
This is then released at, or less than, the allowed discharge rate after the
storm.
To store the excess volume and allow
the correct discharge rate to go to the watercourse, a flow regulator
is installed to ‘bleed off’ the correct maximum flow rate. The flow
regulator can be a vortex type system or a simple orifice plate system.
The remainder of the water is stored either in-line or
off-line, depending on the design.
Rainwater Harvesting Systems
Rainwater is collected from building roofs, filtered and then stored in above
ground or underground tanks. It can be put to a variety of uses:
-
Cleaning of buildings, yards, vehicles, animals etc.
-
Irrigation.
-
Washing (further filtering and UV disinfection required).
Planning A Sustainable Drainage System
Sustainable Drainage Systems encompass
much more than just installing a single product. The objective is to deal with the flow at source rather than traditional techniques
that simply transfer the problem further down the drainage system.
Each site should be tackled with management
and control measures designed to meet many of the following
objectives:
-
Control and management of stormwater
run-off
-
Reduce the impact of urbanisation
-
Ensure the protection and enhancement
of local water quality
-
Enhancing the natural recharge of groundwater
-
Reusing stormwater to reduce load on
local resources
-
Natural integration to the local environment
Initially the flow rate from
the
development is calculated from rainfall records and the run off rate for a particular
type of surface, i.e. roadway, roofed area, grassed area,
all of which allow surface water to run off at different rates. The design is
normally based on the highest recorded rainfall in the previous 30 years, but this can vary.
Most authorities limit the amount of
rainfall run off from a development to a level where the rate does
not exceed the rate of discharge from a green field site (5 litres/sec/acre approx.)
but this must be specified by the local authority in question.
A technical engineer should provide the
design calculations for the surface water run off in order
to size a system. This should also include the flow rate allowed for discharge
to a watercourse, and the required storage volume.