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ssc-367 - Ship Structure Committee

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CLO = base lift coefficient = 0.29 high Reynolds number<br />

= 0.42 low Reynolds number<br />

CLj = design lift coefficient = CLO X farX 10 X+ x 1.2<br />

f ar =<br />

turbulence parameter = 1.0<br />

~=<br />

turbulence parameter = 1.0<br />

10 = turbulence parameter = 0.45<br />

Evaluating the equation based on the high Reynolds number (Re ><br />

500,000) leads to:<br />

nN = 0.0795 (0.29 )(1.0 )(0.45 )(1.0 )(1.2 )/[ K~(0.2)2]<br />

or<br />

ON =<br />

~ (high Reynolds number, Re > 500,000)<br />

s<br />

0.4510<br />

~N ‘~<br />

(low Reynolds number, Re < 500,000)<br />

The amplitude can also be determined iteratively by utilizing the<br />

ESDU recommended turbulence parameter and following steps 1 through<br />

5.<br />

Step 1: Determine correlation length factor, l.. Depending cm the<br />

end fixity, 10<br />

is:<br />

10 = 0.66 for fixed and free (cantilever)<br />

= 0.63 for pin and pin (simple beam)<br />

= 0.58 for fixed and pin<br />

= 0.52 for fixed and fixed<br />

step 2: Assume 1/10 = 1.0 and calculate the amplitude.<br />

D-12

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