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http://dspace.udla.edu.ec/handle/33000/12358| Tipo de material : | bachelorThesis |
| Título : | Simulación dinámica de fluidos computacional (CFD) del tanque lamella de la planta piloto de UDLA PARK |
| Autor : | Argüello Prócel, Nicolás Alejandro |
| Tutor : | Piedra Burgos, Santiago Daniel |
| Palabras clave : | INGENIERÍA HIDRÁULICA;CORRIENTES DE FLUIDOS;FLUJO ESTRATIFICADO;FLUIDODINÁMICA COMPUTACIONAL |
| Fecha de publicación : | 2020 |
| Editorial : | Quito: Universidad de las Américas, 2020 |
| Citación : | Argüello, N. (2020). Simulación dinámica de fluidos computacional (CFD) del tanque lamella de la planta piloto de UDLA PARK (Tesis de pregrado). Universidad de las Américas, Quito. |
| Resumen : | En el presente proyecto, se realizó la simulación CFD de un tanque lamella a través del software de código abierto Open FOAM, utilizando el algoritmo de solución PIMPLE y el solver interFoam en conjunto con las herramientas MPI... |
| Descripción : | In the present project, the CFD simulation of a lamella tank was carried out through the open source software Open FOAM, using the PIMPLE solution algorithm and the interFoam solver in conjunction with the MPI tools. AutoCAD software was used to represent the geometry of the tank, it has an inlet pipe of 2 inches in diameter and an outlet pipe of 1 inch in diameter, a height of 0.82 meters, it has 6 plates with a 65 degree inclination and a distance of 0.06 meters between each plate and the hopper has a height of 0.18 meters and an inclination of 35 degrees. Subsequently, this geometry was represented in the SALOME software, where additionally a simple mesh was generated and the different faces were defined (inlet, outlet, atmosphere and walls). Geometry was exported to Open FOAM software, system boundary conditions were defined, and the mesh was refined through the snappyHexMesh utility. The simulation lasted 150 seconds and using the different Open FOAM tools, it was determined that the lamella tank enters a steady state after 90 seconds of simulation, the average hydraulic retention time is 2.25 minutes and that the tank removes 61 percent of particles in wastewater. |
| URI : | http://dspace.udla.edu.ec/handle/33000/12358 |
| Aparece en las colecciones: | Ingeniería Ambiental en Prevención y Remediación |
Ficheros en este ítem:
| Fichero | Descripción | Tamaño | Formato | |
|---|---|---|---|---|
| UDLA-EC-TIAM-2020-23.pdf | 1,99 MB | Adobe PDF | Visualizar/Abrir |
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