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Repeat the flat-plate momentum analysis by replacing the equation u(x, y) ~U ( ) 0<y>$(x) using a trigonometric profile appro

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As writing these equations gets tedious on keyboard, i am posting my hand written notes.I Hope its legible and easy to understand.

For the flat plate momentum analysis, Take velocity profile as ucxy) -> wa sin Ty. Hence, Momentum thickness o- (1 - ~) dy KEWall shear stress Tyo =) Por Flat-Plate boundary layer flow, Momentum integral relation is given by Twa sua do {use equation是 的 ,H- 12-6] Ren

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