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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10 3 m 3 /d<br />
200<br />
150<br />
100<br />
50<br />
0<br />
<strong>Chapter</strong> 3 · <strong>Decision</strong> <strong>Support</strong> <strong>Model</strong> (<strong>IUWS</strong>-<strong>DSM</strong>) 83<br />
Total Water Demand vs. Water Sources in <strong>IUWS</strong><br />
(as demonstration)<br />
situation 1: planning of new area situation 2: expansion of existing area<br />
Scenario 1 Scenario 2 Scenario 3 Existing<br />
status<br />
Scenario 1 Scenario 2 Scenario 3<br />
ext.src.<br />
wa.reuse<br />
rf.wa.<br />
srfc.runoff<br />
loc.src.<br />
wa.demand<br />
Figure 38: Strategic view of total water demand vs. water sources in <strong>IUWS</strong> (demonstration)<br />
3.5.2 Water infrastructure<br />
In the hierarchy of the <strong>IUWS</strong>, the system options of WIS are diverse, whereby the general<br />
comparison methods are developed. It can be further progressed by model users according<br />
to their situation and special requirements.<br />
After deciding the system sizes based on the water usage, the comparison can be<br />
categorised into three cases:<br />
1. different system options of WIS with the same type of water usage,<br />
i.e. comparison within water usage scenario;<br />
2. the same system options of WIS with different types of water usage,<br />
i.e. comparison between water usage scenarios;<br />
3. different system options of WIS with different types of water usage,<br />
i.e. comparison in the mixed situation.<br />
In general, there are certain system alternatives that are interested mostly, so they shall<br />
be involved in any case. Such alternatives are the conventional system, the system with the<br />
lowest water demand, with the lowest costs, and with lowest energy consumption, etc.<br />
As shown in Table 15, one complete set of WIS in one water entity includes seven parts<br />
and the comparison focuses on two aspects that are costs and energy consumption.<br />
Different system options may only effect changes of some parts in WIS, which are exactly<br />
the portion that needs to be compared. The comparison thereby falls into two classes:<br />
1. within the water entity;<br />
2. crossing levels among water entities.<br />
So the most general comparison between system options with the specified system parts<br />
are given in Table 33 and Table 34. Besides, two classes of comparison may need to be<br />
combined. One typical example is the comparison of water reuse: direct non-potable reuse in