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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50 New Conception and <strong>Decision</strong> <strong>Support</strong> <strong>Model</strong> for <strong>IUWS</strong><br />
of evaluation tools and decision making policies. All these components can be intervened in<br />
by model users.<br />
Architecture of the <strong>Decision</strong> <strong>Support</strong> <strong>Model</strong> (<strong>IUWS</strong>-<strong>DSM</strong>)<br />
USER<br />
Abbreviation:<br />
EUWUP –<br />
End-User抯 Water<br />
Usage Profile<br />
Input<br />
requested planning information<br />
Water usage<br />
management<br />
System calculation<br />
Options comparison<br />
Water infrastructure<br />
systems (WIS)<br />
Output<br />
optimised system options and suggestion<br />
Legend:<br />
model procedure, double arrows represent the iteration<br />
Project Information<br />
1. system planning<br />
2. water sources<br />
General Information<br />
1. treatment facilities<br />
2. conveying systems<br />
3. EUWUP<br />
4. water standards<br />
Knowledge Base<br />
1. evaluation tools<br />
2. decision making<br />
policies<br />
communication and manipulation of data, double arrows represent the interaction<br />
Figure 24: Architecture of the decision support model (<strong>IUWS</strong>-<strong>DSM</strong>)<br />
Based on the above concepts, the planning procedure, the decision making policies, and<br />
the methods for system calculation and comparison are developed.<br />
3.2 Planning procedure for water entities<br />
In principle, the water system is planned based on the annually average daily water<br />
consumption, as the flow rate m 3 /d. Because the model is for planning <strong>IUWS</strong> in the early<br />
project phase, the monthly, daily and hourly fluctuations of water demand are not taken into<br />
account at present. In the same way, water sources are calculated as daily water amount<br />
based on the annually available water volume, where the seasonal or monthly fluctuations of<br />
both quantity and quality are skipped. Such fluctuations can be involved in the future<br />
development of the model.<br />
Being the independent water entities, the CA, UD, WUU and WUC, are planned individually.<br />
Meanwhile, since the water entities are hierarchically embedded, the interrelations must<br />
be properly described and managed. Based on these concepts, the general planning<br />
procedure is developed, and then the particular procedures or steps are set up according to<br />
each type of water entities.