Landcom Book 4 Maintenance - WSUD
Landcom Book 4 Maintenance - WSUD
Landcom Book 4 Maintenance - WSUD
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Water Sensitive Urban Design<br />
6.2 Construction Tolerances<br />
The distribution of<br />
flow within a <strong>WSUD</strong><br />
element affects<br />
the treatment<br />
efficiency.<br />
Important to the design of bioretention<br />
basins, constructed wetlands, and<br />
sedimentation basins/ponds is the<br />
hydraulic function of the system (that is,<br />
how water is delivered from one part of a<br />
system to another) and the distribution of<br />
flow within the system. The distribution of<br />
flow within a <strong>WSUD</strong> element affects the<br />
treatment efficiency. Poor distribution of<br />
flow and the creation of localised water<br />
pools can also cause adverse affects such<br />
as mosquito breeding.<br />
The <strong>WSUD</strong> Technical Design Guidelines<br />
for South-East Queensland (SEQ)<br />
(Moreton Bay Waterways and Catchments<br />
Partnership, 2006) identifies key<br />
construction tolerances for typical <strong>WSUD</strong><br />
elements as related to system hydraulics<br />
or flow distribution. The revised technical<br />
guidelines for bioretention systems and<br />
constructed wetlands produced through<br />
Water by Design (2009) have seen the<br />
relaxing of these tolerances. A summary<br />
of the tolerances stipulated in the revised<br />
Water by Design documentation are given<br />
in the following table. The tolerances for<br />
sedimentation basins and ponds have<br />
also been updated to ensure consistency<br />
between similar design elements (for<br />
example, hydraulic structures).<br />
Further details on construction details can<br />
be found in the <strong>WSUD</strong> Technical Design<br />
Guidelines for South-East Queensland,<br />
which can be downloaded online<br />
from the Healthy Waterways website<br />
http://www/waterbydesign.com.<br />
CONSTRUCTION TOLERANCES<br />
Bioretention Basins Constructed Wetlands Sedimentation basins / ponds<br />
Profiling of base<br />
(+50 mm)<br />
Profiling of surface grades<br />
(i.e. drainage, transition and<br />
filter layer)<br />
(+25mm)<br />
Relative levels of flow<br />
control structures*<br />
(+25 mm)<br />
Bathymetry of macrophyte<br />
zone topsoil levels<br />
(+50 mm)<br />
Relative levels of flow control<br />
structures<br />
(+25 mm)<br />
Bathymetry of basin<br />
(+50 mm)<br />
Relative levels of hydraulic<br />
structures<br />
(+25 mm)<br />
Surface levels<br />
(+50 mm)<br />
Minimum slope of drainage<br />
system<br />
(0.5 %)<br />
* NOTE: Control structures are described as inlet connections, bypass weir and outlet structures<br />
46 <strong>Book</strong> 4 | MAINTENANCE