The Design – CFX Analysis in Water Tank using Ansys Workbench | ANSYS CFX
This simulation is about a Compressor or Pressure Impeller with cavitation via ANSYS CFX software. We perform this CFD project and investigate it by CFD analysis.
A water tank is a container for storing water.
Water tanks are used to provide storage of water for use in many applications, including drinking water, irrigation agriculture, fire suppression, agricultural farming, both for plants and livestock, chemical manufacturing, food preparation as well as many other uses. Water tank parameters include the general design of the tank, the choice of construction materials, and linings. Various materials are used for making a water tank: plastics (polyethylene, polypropylene), fiberglass, concrete, stone, and steel (welded or bolted, carbon, or stainless). Earthen pots, such as matki used in South Asia, can also be used for water storage. Water tanks are an efficient way to help developing countries store clean water.
This analysis has tried to simulate and analyze the modeling of compressor or pressure impeller-cavitation using ANSYS CFX software.
Geometry & Grid
The geometry required for this analysis was generated by Ansys Design Modeler software. The meshing required for this analysis was also generated by Ansys Meshing software. The mesh type used in this analysis is unstructured. The total number of volume properties for geometry is 1,442e+005 mm³.
In this analysis, a steady-state analysis type was used to obtain the results to check the fluid flow. In this analysis, non-buoyant models have been used and stationary domain motion has also been activated in this analysis.
The flow input for this geometry of a Water Tank directs the flow of air at a fluid temperature of 25 C into the geometry. The turbulence boundary condition of a Water Tank wall is considered to be shear stress transport according to the working conditions. The wall function is defined as Scalable in the name selection section of the turbulence boundary condition. The static pressure for the design modeler is set as relative pressure equal to 1 Pa. The turbulence for the design modeler is set with an intensity equal to 5 %.
Discretization of Equations
In this analysis, high-resolution is used for the advection scheme of the basic settings. In this analysis, the first-order is used for turbulence numerics. In this analysis, the residual type of convergence criteria is RMS and the residual target of convergence criteria is 1.E-4.
The results are presented as velocity contours as well as volume rendering.
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