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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.

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