# Spillway (3-D & Transient), ANSYS Fluent CFD Simulation Training

\$134.00

The present problem simulates the transient flow of water through a spillway by ANSYS Fluent software.

This product includes Geometry & Mesh file and a comprehensive Training Movie.

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## Spillway Project Description

Spillways are structures used to pass excess water and floods from the top to the bottom of the dam. In fact, spillways are structures with a certain height that discharge excess water when the height of the water exceeds their height. There are different types of spillways, including ogee, step, side, lotus, tunnel, siphon, etc. spillways. The present problem simulates the flow of water through a spillway.

Since the modeled fluids are water and air, the two-phase flow model is used. To define the two-phase flow in this simulation, a two-phase VOF (volume of fluid) model is used; So its primary phase is air and its second phase is water. In this case, the height of the water level at the inlet is 0.155 m and the total height of the model is 0.306 m and considering that the height of the dam is 0.156 m.

The hydraulic level of water increases after colliding with the body of the dam, so the excess value is discharged from the top of the spillway to the outlet. The purpose of this project is to investigate the behavior of water flow after passing over a spillway in the presence of air. This simulation is transient and the solution process is performed in the time interval of 0.05 s with a time step of 0.001 s.

## Spillway Geometry & Mesh

The 3-D geometry of the present model is designed using Design Modeler software. The present model includes a domain for water and airflow at a height of 0.306 m and a spillway at a height of 0.156 m. The following figure shows the geometry.

The meshing of the model has been done using ANSYS Meshing software and the mesh type is unstructured. The element number is 698691. The following figure shows the mesh.

## Spillway CFD Simulation

To simulate the present model, several assumptions are considered:

• We perform a pressure-based solver.
• The gravity effect on the fluid is equal to -9.81 m.s-2 along the y-axis.

A summary of the defining steps of the problem and its solution is given in the following table:

 Models (Spillway) k-epsilon Viscous model Standard k-epsilon model Standard wall function near-wall treatment Volume of fluid Multiphase model air – water phases implicit formulation sharp interface modeling on implicit body force Boundary conditions (Spillway) Mass flow inlet Inlet 0 kg.s-1 mass flow rate air 4.1 kg.s-1 mass flow rate water Pressure inlet Top 1 volume fraction air (Spillway) 0 volume fraction water Pressure outlet Outlet 1 backflow volume fraction air 0 backflow volume fraction water wall Walls stationary wall wall motion Solution Methods (Spillway) Simple Â Pressure-velocity coupling PRESTO pressure Spatial discretization second-order upwind momentum modified HRIC volume fraction first-order upwind turbulent kinetic energy first-order upwind turbulent dissipation rate Initialization (Spillway) standard Initialization method 0 Pascal gauge pressure (Spillway) 0 m.s-1 velocity (x,y,z) 0 water volume fraction

## Results

At the end of the solution process, two-dimensional and three-dimensional velocity, air and water volume fraction, and pressure contours, as well as path lines and velocity vectors, are obtained.

You can obtain Geometry & Mesh file, and a comprehensive Training Movie which presents how to solve the problem and extract all desired results.

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