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WIND ENERGY SYSTEMS - Cd3wd

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Chapter 2—Wind Characteristics 2–42<br />

Figure 18: y versus x for Kansas City and Dodge City, 1970<br />

A word of caution is appropriate about ignoring data points. Note that we do not want to change<br />

the location of any of the points on Fig. 18. We therefore compute F (u i ),x i ,andy i from the original<br />

data set and do not adjust or renormalize any of these values. The summations of Eqs. 55, 56, and 58<br />

are corrected by running the summation from i =3tow rather than i =1tow, ifu i =1andu i =<br />

2 are ignored. The corrected values for ¯x and ȳ as computed from the summations in Eq. 56 are then<br />

used in Eqs. 55 or 58. If there are no readings at a particular u i , then the summations should just skip<br />

this value of i.<br />

The data for Kansas City were processed for i = 3 to 20 and for Dodge City for i = 3 to 28. These<br />

upper limits include about 99.8 % of the data points and should therefore give adequate results. The<br />

expression for y in Eqs. 55 becomes undefined for F (u) equal to unity so the last data point cannot<br />

be included unless F (u) for this last point is arbitrarily set to something less than unity, say 0.998.<br />

The results for Kansas City are c =7.65knotsandk = 1.776, and c = 11.96 knots and k = 2.110 for<br />

Dodge City. The corresponding best fit lines are shown in Fig. 18. It is evident that these lines fit the<br />

plotted points rather well.<br />

Wind Energy Systems by Dr. Gary L. Johnson November 20, 2001

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