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Renewable Energy Technology Assessments - Kauai Island Utility ...

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Kaua’i <strong>Island</strong> <strong>Utility</strong> Cooperative<br />

<strong>Renewable</strong> <strong>Energy</strong> <strong>Technology</strong> <strong>Assessments</strong> 9.0 Wind<br />

Analyses yielded an approximate capacity factor of 34 percent at 50 meters for an<br />

annual energy yield of 19 GWh. Figure 9-11 shows power consumption for a Thursday in<br />

April 1996 with projected seasonal capacity factors for a 6.6 MW Anahola project. The<br />

projected production from this site has a modest afternoon peak in all seasons, somewhat<br />

following the load pattern.<br />

Wind Capacity Factor<br />

60%<br />

50%<br />

40%<br />

30%<br />

20%<br />

10%<br />

0%<br />

Winter<br />

Fall<br />

Spring<br />

Summer<br />

Load: Thurs. April 4, 1996<br />

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24<br />

Figure 9-11. Diurnal and Seasonal Capacity Factor with KIUC Summer Loads and<br />

Project Output, Anahola Area.<br />

9.6 Cost of <strong>Energy</strong><br />

9.6.1 Capital Costs<br />

Three general capital cost scenarios were developed: (1) Flat 6.6 MW, (2) Ridge<br />

6.6 MW, and (3) Ridge 2 MW. The first assumed a relatively flat and accessible 6.6 MW<br />

project site representing the Kalaheo and Poipu sites. The second assumed a 6.6 MW<br />

ridgeline site to represent the Omao, Hanapepe, Anahola, and Maha’ulepu sites. The<br />

third scenario assumed a 2 MW ridgeline site to represent the Kokee site. The main<br />

difference between the flat and ridgeline costs analyses was that labor costs were<br />

21 March 2005 9-21 Black & Veatch<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

Load (MW)

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