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A Feasibility Study - Aaltodoc - Aalto-yliopisto

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The minimum cost of water 0,6 €/m³ is achieved at the end of the study area with a<br />

nominal pump capacity of 0,24 m³/s and a load factor of 0,95. The cost curve in Site 4 is<br />

downward so that the price seems to be stabilizing to the minimum value of 0,6 €/m³.<br />

This is logical since the load factor remains high all throughout the study area as the<br />

permeate production steadily increases. Basically at the end of the study area the rising<br />

costs and the increasing permeate production cancel each other out, resulting in the<br />

minimum price of 0,6 €/m³. Figure 49 presents the cost of water on Site 4.<br />

Cost of water (€/m³)<br />

2<br />

1,8<br />

1,6<br />

1,4<br />

1,2<br />

1<br />

0,8<br />

0,6<br />

0,4<br />

0,2<br />

0<br />

Cost of Water (€/m³)<br />

Load factor (%)<br />

0<br />

0 0,05 0,1 0,15 0,2 0,25 0,3<br />

WaveRoller nominal pump capacity (m³/s)<br />

Figure 49. Cost of water (€/m³) on Site 4.<br />

With the nominal pump capacity of 0,24 m³/s, the RO system has 62 pressure vessels<br />

and in total 434 RO membranes. The nominal production of 434 RO membranes is<br />

10 850 m³/day. The cost breakdown of Site 4 with a nominal pump capacity of 0,24<br />

m³/s is presented in Table 9.<br />

Table 9. Cost breakdown of Site 4.<br />

Capital expenses (€) Operational expenses (€)<br />

WEC 3 440 000 170 000<br />

RO 1 290 000 200 000<br />

Total 4 730 000 370 000<br />

Annual 440 000 370 000<br />

66<br />

1,2<br />

1<br />

0,8<br />

0,6<br />

0,4<br />

0,2<br />

Load factor

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