Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok
Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok
Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok
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40 New Conception and <strong>Decision</strong> <strong>Support</strong> <strong>Model</strong> for <strong>IUWS</strong><br />
filtration can take place in WUU, as well. The corresponding decision making rules are<br />
introduced in § 3.3.3 and § 3.3.5.<br />
Table 12: System options of rainwater water – Surface runoff management<br />
no. collection storage no. receptor treatment<br />
elimination<br />
CA UD WUU<br />
1 combined -- 1 upper level drain -- � � �<br />
2 separate √ 2 surface water body -- � � �<br />
3 no need utilisation<br />
3 groundwater<br />
-- � � �<br />
4 groundwater [1] √ � � �<br />
Legend: √ – needed; -- – no need; � – applicable; � – not applicable<br />
[1]<br />
if the storm water quality does not meet the corresponding water standards, the additional<br />
treatment facilities are necessary.<br />
As the small size system, the roof-water utilisation system is simple and applied only to<br />
WUU and WUC. Based on the supplied water quality, there are three options that are listed<br />
in Table 13.<br />
Table 13: System options of rainwater water – Roof-water utilisation<br />
no. outflow quality treatment CA UD WUU WUC<br />
1 C(1) -- � � � �<br />
2 B(1) √ � � � �<br />
3 A(1) √ � � � �<br />
Legend: √ – needed; -- – no need; � – applicable; � – not applicable<br />
All the subsystems of <strong>IUWS</strong> have been built up, and their system options have been<br />
discussed. As independent subsystems, all planning processes that are given above work<br />
individually. In the meantime as the <strong>IUWS</strong>, five subsystems must be properly constructed<br />
together. Consequently, the corresponding system options and planning processes need to<br />
be carried out, which are introduced and discussed in the next section.