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Systems Analysis of Zaragoza Urban Water - SWITCH - Managing ...

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<strong>Systems</strong> <strong>Analysis</strong> <strong>of</strong> <strong>Zaragoza</strong> UWS<br />

Guillermo Penagos<br />

4 Results<br />

4.1 Data availability and information gaps<br />

In order to improve processes it is necessary to get a set <strong>of</strong> data that describes such<br />

processes as best as possible. Therefore, one <strong>of</strong> the goals <strong>of</strong> this research was to<br />

identify current information gaps that need to be filled in order for <strong>Zaragoza</strong><br />

municipality and other stakeholders to get a better picture <strong>of</strong> the weaknesses and<br />

strengths <strong>of</strong> the urban water system, which will significantly contribute to set up<br />

priorities. The following are the information gaps identified to be important in this<br />

research:<br />

1. Groundwater recharge<br />

2. Parasitic water to the sewers<br />

3. Storm water quantity and quality<br />

4. Industrial vs Domestic contribution to pollution loads to the sewage<br />

5. Actual leakage in the distribution network<br />

6. Distribution and Sewer network modeling<br />

Both distribution and sewer network are fully mapped and implemented in a GIS,<br />

which is <strong>of</strong> high potential for covering information gaps and improve water<br />

management.<br />

Annex 1 lists the information necessary for LCA and its availability at <strong>Zaragoza</strong><br />

municipality. The frequency <strong>of</strong> measurements or samplings, the type <strong>of</strong> data and the<br />

aggregation level are also described. Most data are available from 2000, previous<br />

data exists as hardcopies deposited in archives which were not assessed due to time<br />

limitation for this M Sc project. Most data gathered were measured with some<br />

exceptions were estimations were made from printed reports. Since no modeling has<br />

been implemented by the Municipality to any <strong>of</strong> the UWS process there are no<br />

modeled data.<br />

4.2 General features <strong>of</strong> <strong>Zaragoza</strong> UWS<br />

Figure 2 shows the flow diagram for <strong>Zaragoza</strong> UWS, including a water balance and<br />

material inputs (chemical products) and outputs (sludge). The general features <strong>of</strong> this<br />

water system are summarized in this figure where 8 levels are recognized: (1) water<br />

inputs which includes storm water, tap water source, agriculture irrigation and<br />

groundwater; (2) drinking water treatment process; (3) distribution system; (4) <strong>Water</strong><br />

20

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