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This is the final result we will obtain, the water surface profile along the 2D wave flume at the 20th second. Waves are generated on the left side, travel along the flume, pass through the submerged quarter area at the 60-meter position, and are then dissipated by the numerical beach at the right end. Hello! In this tutorial, we will create a simulation of a 2D wave flume in ANSYS Fluent. The flume is 100 meters long, 2 meters wide, 1.5 meters deep, with a model scale of 1 to 50, and a submerged quarter area in the middle. All steps are performed using menus, without scripts.
We start in ANSYS Workbench. From the toolbox, add the fluid flow fluent system. Click on the geometry cell, then in the properties panel, change the analysis type to 2D, since the flume is modeled as a longitudinal cross-section. Open Space Climb from the geometry cell.
On the XE sketch plane, select the rectangle tool, then draw a rectangle starting from the origin as the domain flume. Its dimensions will be set in the next step.
Use the dimension tool. Click on the bottom side of the rectangle and type 100 meters as the flume length. Then click on the left side and type 3 meters as the domain height, 1.5 meters of water and the rest as air above it. Select the rectangle tool again and draw a small rectangle attached to the bottom of the flume.
This will become the submerged quarter area.
Give dimensions to the submerged quarter area, with a height of 1.2 meters, so that its peak is 30 cm below the water surface, and a width of 2 meters.
To position it accurately, select the submerged quarter area with the selection box, use the move tool, then shift it to the left by 2066 mm, so that its left side is exactly at X60 meters. Click and sketch.
The sketch now becomes a 2D surface, the domain flume and the surface of the submerged quarter area.
Select the submerged quarter area surface and press delete. This area is now empty, so Fluent will treat it as a solid wall at the bottom of the flume.
Save the geometry with Ctrl S, then close Space Climb. The geometry is now ready. Go back to the workbench, double-click the cell mesh to open the ANSYS Machine.
Wait until the flume geometry appears.
Create a name selection for the domain boundary. Use box select mode and select the edges. Select the left side, click name selection, and name it inlet. Repeat for the right side as outlet, top as top, and all bottom edges including the quarter as bottom. Click the mesh node, set element size to 0.08 meters, then click generator.
The result is a neat quadrilateral mesh throughout the flume.
Zoom into the quarter region to check the mesh. In the statistics section, there are approximately 47 thousand elements. Save the work.
Close machine and return to workbench. Make sure the cell mesh is up-to-date, then double-click cell setup to open the Fluent launcher. In the Fluent launcher, the dimension is already 2D, check double precision and fill the solver process S8, then click start.
Fluent is open and the flume mesh appears directly.
In the general panel, select time transient because the waves change over time. Check gravity and enter E-9.81. Notice, gravity must be applied, not X.
Open models, double-click fish chose, and select laminar. For non-breaking regular waves, the laminar mode is sufficient.
Double-click multi-base, select volume of fluid. Check open channel flow and open channel wave BC, then click apply. Fluent automatically selects the implicit formulation.
Now we need to add water material. Open materials, create to edit, then fluent data base. Scroll down, select water liquid, click copy, then close both dialogs. Now there are 2 materials, air and water.
Open again multi-base, tap passes. Phase 1 remains air. Select phase 2 and change phase material to water liquid, then apply. This step is important. Without water, waves will not form. Open boundary conditions, select inlet, edit.
Check open channel wave BC. In multi-base fill free surface level 1.5, bottom level 0, wave height 0.2 meter, and wavelength 10 meter with water theory order 1. Reference wave direction select normal to boundary, then apply.
Select outlet, edit. In multi-base check open channel, fill free surface level 1.5 and bottom level 0, then apply.
Open cell zone conditions, edit fluid zone, tab multi-base, check numerical child beach. Fill water surface 1.5, bottom 0, end point 100 meter, and wavelength 10. With 2 wavelengths, numerical beach dampens waves from 80 to 100 meter to prevent reflection. Open reference values and fill depth 2 meter.
In 2D model, this value represents the width of the flume 2 meter.
In solution methods, change pressure velocity coupling scheme to pressure-based, which is suitable for transient simulation.
Click initialize from ribbon solution for standard initialization. At this stage, the entire domain still contains air.
We mark the water region. Right-click cell zones, new, region. Name the region underscore water, then fill X from 0 to 100 and Y from 0 to 1.5 meter. Click save. Click patch.
Select phase 2, variable volume fraction, value 1, and register to patch the water area. Turn off the 2 smoothing options, then click patch. 23,000 cells are filled with water.
Display the contour of phase 2 volume fraction in the fluid zone. Red is water up to 1.5 meters, blue is air, and broken water is visible at the bottom.
In the solution ribbon, enter time step size 0.02 seconds and number of steps thousand, so the simulation runs for 20 seconds. Click calculate and wait until it finishes.
After it finishes, display the water fraction contour again and enlarge the broken water area. The water surface is now wavy and waves are crossing over the submerged broken water.
To view the water surface profile, create an ISO surface from phase 2 volume fraction with value 0.5. We name this surface water underscore surface. Create an X-Y plot with Y coordinate on the water surface against position X.
It is visible that the wave series have a length of about 10 meters, amplitude that decreases after the broken water at 60 meters, and calm water surface in the numerical Chalbich area.
Finally, save the project from the file menu, Save Project. Our 2D wave flume simulation is complete. Complete graphs, transmission coefficient, and energy reduction are in the PDF report. Thank you for watching. Need help with CFD simulation? Cerdas Inovasi Digital opens ANSYS Fluent courses, simulation services for thesis, dissertation, and coastal or hydraulic projects, as well as providing project files and reports from this tutorial. Contact us via WhatsApp, or visit cerdasinovasidigital.com.
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