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Spillway Transient CFD Simulation

$35.00 $21.00

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The present problem simulates the flow of water through a spillway.

This product includes Mesh file and a Training Movie.

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Description

ُ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.

spillway

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

Spillway CFD Simulation

To simulate the present model, several assumptions are considered:

  • We perform a pressure-based solver.
  • The simulation is unsteady.
  • 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   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.

There is a mesh file in this product. By the way, the Training File presents how to solve the problem and extract all desired results.

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