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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

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