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The Influence of Surface Waves on the Stability of a ... - aerade

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,<br />

APPJ3NDMI<br />

Calculati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> Velocltg Pr<str<strong>on</strong>g>of</str<strong>on</strong>g>Iles <strong>on</strong> a<br />

Wavy <str<strong>on</strong>g>Surface</str<strong>on</strong>g> with As.ymptotlc SudiOn<br />

C<strong>on</strong>suler <strong>the</strong> boundary layer flow over a wavy surface, with free<br />

stream velocity U at infknty and U, at <strong>the</strong> edge <str<strong>on</strong>g>of</str<strong>on</strong>g> <strong>the</strong> boundary<br />

2F.x<br />

layer. <str<strong>on</strong>g>The</str<strong>on</strong>g> height <str<strong>on</strong>g>of</str<strong>on</strong>g> <strong>the</strong> surface 1s gIvenby y = h cos - , where<br />

h. ( L )<br />

E 1s small and its square negllglble.<br />

where H+<br />

<str<strong>on</strong>g>The</str<strong>on</strong>g> equati<strong>on</strong>s <str<strong>on</strong>g>of</str<strong>on</strong>g> moti<strong>on</strong> and <str<strong>on</strong>g>of</str<strong>on</strong>g> momentum are respectively<br />

$+ (H+2) U, a -&= au +<br />

If n<strong>on</strong>-dz.mensl<strong>on</strong>s.1 variables defined by<br />

Ul<br />

0<br />

au<br />

dy,-iiy'<br />

u1 = u s 27cc VY ve<br />

u ) v'=vs, x'=y , Y - "<br />

l--H, ,t=s Y<br />

are mtmduced, <strong>the</strong> equati<strong>on</strong>s maybe wrl'cten<br />

2<br />

au,’<br />

u’ au’.<br />

ax’ u =Qi-ui dx’+<br />

0 2 UL auf _<br />

0’ a;,<br />

s+ (H+2) -<br />

u1 tm-<br />

VS<br />

“s UL ii&<br />

(7 U zEdy'2<br />

(2)<br />

(3)<br />

(4)<br />

-(g ~[-+(&y&q] (5)<br />

Dropping <strong>the</strong> primes, end introducing <strong>the</strong> n<strong>on</strong>-dimensi<strong>on</strong>al parameter<br />

-9-<br />

(6)

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