Classes for Simple Algorithm for fluid flow

Hello! I'm an aeronautical and aerospace engineer. My postgraduate studies are about aerodynamics. I'm a specialist in aerodynamics and fluid mechanics. I have the ability to simplify this equations to you and anything related to do this field ;) Feel free to contact with either in here or via facebook. My FB page: [login to view URL] Note That: I'll be in need of ur references as a pre-paid or ur lectures to know in which level exactly you are.

Yo puedo enseñarte a resolver el problema, puedo ayudarte a organizar las ideas y orientarte a elaborar un script de Matlab para resolver las diferencias finitas (mallado, funciones a utilizar, resolucion de sistemas de ecuaciones y todo eso). Con la finalidad de que puedas aprender puedo cumplir cada uno de los siguientes objetivos: (1) puedo elaborar un archivo word con todos los metodos y ecuaciones organizadamente. Varios ejemplos parecidos a tu problema los muestro en el siguiente link: [login to view URL] (2) puedo orientarte a editar una funcion en Matlab para resolver el problema. Incluye toda la gestion de datos y graficado. (3) puedo explicarte via telefonica/whatsapp/correo practicamente en cualquier minuto esta semana a cualquier hora a partir del domingo. Si vives en caracas puedo explicarte personalmente un solo dia (yo bajare un solo dia la semana que viene el jueves o viernes). yo vivo en san antonio de los altos. Solo podre esta semana porque luego de la semana que viene estare full otra vez. No he intentado hacer un flujo compresible supongo que habria que aplicar tecnicas de separacion de variables para que sea facil de resolver. No se exactamente que tienes que resolver pero me imagino que no sera sencillo, igual siempre hay solucion

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Hello, expert in Computational Fluid Dynamics here. I've worked with SIMPLE using FVM and FD methods in the past. I also have experience in implementing (C++, Fortran, Matlab, Java) various CFD codes. Please give me more details about your actual problem (is it a simple 2D geometry like a square or something more complex like a wing section ...). Thanks and let me know if you are interested to work with me, Paul

Dear Sir/Madam, Thanks to a great aptitude for Mathematics, backed by outstanding results in Mathematics throughout my academic life, and experience in solving problems and providing solutions to clients from around the world, I am the right person for related to steady and unsteady fluid flow. Many clients from around the world have successfully got their Mathematics related tasks completed by me. The topics involved a whole host of concepts from those involving Introductory topics like Discrete Mathematics, Finite Mathematics, Linear Algebra, Calculus (I, II, III), Statistics, Graph Theory, Linear Programming, and more, to more advanced concepts at the Intermediate and Advanced levels, including Differential Geometry, Analysis (Real, Complex), Algebra, Optimization, Topology, Algebraic Geometry, and many more. Would you kindly send me the text book and/or lecture notes that you are using for this topic so that I can begin to create a better, well rounded set of explanations for you on the topic of fluid flow? Thanks and regards, Akram

Hi, dear friend! I saw your project description. I am expert in SolidWorks, AutoCAD, MATLAB, FEA and CAD/CAM/CAE. I have a lot of experiences in this field. I can help you well. Please contact me. Best regards.

Display Name : Simple Algorithm for fluid flow Project Description: I need some classes to understand SIMPLE Algorithm for steady and unsteady fluid flow. SIMPLE method couples momentum equation with continuity equation to calculate Pressure and velocity fields. Solution 1 Coupled solution procedure • When the coupled solver is used for steady state calculations it essentially employs a modified time dependent solution algorithm, using a time step ∆t = CFL/(u/L) with CFL being the user specified CourantFriedrich-Levy number, L being a measure of the size of the cell, and u being a measure of the local velocities. Unsteady solution procedure • Same procedure for segregated and coupled solvers. • The user has to specify a time step that matches the time variation in the flow. • If a time accurate solution is required, the solution should be converged at every time step. Otherwise, convergence at every time step may not be necessary.

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