Integrating (1) and using the econd boundary condition (5) we obtain the shear stress as dpf cx (7) Substitute (7) in (3), we have: , dx ... the form u = l(ApP + A^P-) % - h)dz - ^Apz = 7 ^ cx cicx j ac rj dx dt {dx 9) ctcx 2 h: A cp ch rj dx dt Integrating the incompressibility condition (4), ... rotation, G. (20) is a stiff ODE due to the small parameter A on the spatial derivative and ode23s is designed to solve stiff problems.

Title | : | FEDSM2007 |

Author | : | American Society of Mechanical Engineers. Fluids Engineering Division, American Society of Mechanical Engineers. Fluids Engineering Division. Summer Meeting, Nihon Kikai Gakkai |

Publisher | : | - 2007 |

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