ISSUE 6
OCT-DEC 2004

Contents

An example application - Paros Island, Greece

Step 1: Scenario Formulation

Step 2: The identification of options

Step 3: Analysis of options

 

Network Unifications

 

Desalination

 

Groundwater Exploitation

 

Storage Reservoirs

 

Reduction of Network Losses

 

Cisterns

 

Improvements in Irrigation Methods

 

Conservation Measures in the Domestic Sector

 

Domestic Pricing

 

Irrigation Pricing

Step 4: Overall Evaluation

 
 

 Desalination

Desalination is a water supply enhancement option of increasing popularity in the Greek islands and worldwide. A brackish water desalination plant already exists in Paros, with capacity of 1,450 m3/d, and supplies only the settlement of Naoussa.

Based on the water demand patterns and the seasonal peaks observed on the island, the intervention evaluated involved the construction of four additional desalination units, aimed to supply:

  • The town of Marpissa and the tourist settlement of Piso Livadi (Marpissa unit),

  • The town of Paroikia (Livadia unit),

  • The southern part of the municipal department of Paroikia (Livadia and Parasporos units),

  • The suburbs of Naoussa and potentially after 2023 the town of Naoussa as well (Naoussa suburbs unit).

The desalination units were designed to have a lifetime of 15 years, and their capacity was estimated so as to meet approximately 95% of the domestic water needs in the selected regions. Units are replaced with increased capacity in 2021. Initially required capacity (year 2005) ranges from 2,300 m3/d (LD+HW scenario) to 2,750 m3/d (BAU+HD scenario).

In all cases desalination is used as a primary supply source, with the aim to limit groundwater exploitation and indirectly improve coverage of irrigation water requirements.

Option results

Figure 1 presents the water produced from the four units in the BAU + Normal scenario. Although desalination in all four areas is used as a primary resource, units operate in full capacity only during August. During the winter operation falls to approximately 25 % of the installed capacity.

Figure 1. Water production from the four new desalination units (BAU + Normal scenario)

Although desalination in all four areas is used as a primary resource, units operate in full capacity only during August. During the winter operation falls to approximately 25 % of the installed capacity, as presented in Figure 2.

Figure 2. Monthly water production from the new desalination plants
under the three scenarios (year 2009)

Top

Effectiveness

Desalination is the structural solution that performs the best among all examined. Due to the design specification, domestic demand coverage does not fall below 95% with the exception of a dry period in the BAU+HD scenario, where the effectiveness to domestic use is approximately equal to 92% (Figure 3).

Figure 3. Percent demand coverage effectiveness of Desalination to Domestic use

The domestic deficit improvement with respect to each reference scenario is subject to the high hydrological variations; improvements are lower under the LD+HW scenario where due to high water availability and decreasing demand trends, the domestic deficit is lower. Under the two other scenarios domestic deficit improvements can reach even 80% with respect to the reference scenario (Figure 4).

Figure 4. Percent Improvement of deficit in Domestic use with respect to the reference scenarios (Desalination option)

The domestic use relies more on desalination, and the smaller dependency to groundwater resources helps in the alleviation of irrigation shortages (Figure 5). Desalination units have been designed so as to meet domestic deficits, and not to completely substitute the use of groundwater resources; therefore, irrigation deficit improvements decrease as domestic demand increases and domestic use dependence on groundwater resources becomes higher (Figure 6).

Figure 5. Percent demand coverage effectiveness of Desalination to Irrigation use

Figure 6. Percent Improvement of deficit in Irrigation use
with respect to the reference scenarios (Desalination option)

Top

Direct and Environmental Costs

Despite the observed improvement and the recent technological advances, which lower energy consumption and costs, desalination remains a very expensive solution. Figure 7 presents the present value of direct cost between the three scenarios that were examined. In all cases an at least 30% increase of costs is anticipated if a strategy shall predominantly rely on desalination. A combination of the option with other, mostly non-structural solutions should therefore be preferred in an effort to limit the required capacity, and avoid incurring very high additional costs to consumers.

Figure 7. Total direct cost difference of the Desalination option
under the three scenarios (Present Value – Million €)

The Environmental costs, presented in Figure 8, are once again almost constant within the BAU+Normal scenario, and within the BAU+HD scenario, for the reference case and the addition of Desalination. Under the LD+HW scenario however, the environmental cost is significantly reduced where Desalination is introduced, due to the reduction in groundwater abstractions that would be otherwise needed for the provision of drinking water.

Figure 8. Total environmental cost difference of the Desalination option
under the three scenarios (Present Value – Million €)

Top