Sharpen Your ANSYS Fluent Skills to Expert Level

Sharpen Your ANSYS Fluent Skills to Expert Level

40
13h 49m 10s
  1. Section 1

    Engineering Fields

  2. Section 2

    Flow Models

    1. Lesson 2 24m 18s
  3. Section 3

    Fluent Modules

  4. Section 4

    ANSYS CFX

MR CFD
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Sharpen Your ANSYS Fluent Skills to Expert Level — Ep 02

Agricultural & Food: Spillway, Transient Solver

Lesson
02
Run Time
21m 19s
Published
Jul 9, 2026
Course Progress
0%
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About This Lesson

Spillway CFD Simulation

Description

In this project, a three-dimensional spillway is simulated using ANSYS Fluent to study how excess water is managed and released from a dam structure. Spillways serve as the outlet mechanism for a dam, designed to safely carry surplus water and floodwater from the reservoir side down to the downstream side once the water level rises past a defined threshold. Because agricultural water management relies heavily on dams and reservoirs for irrigation supply, understanding spillway hydraulics is directly relevant to agricultural and food engineering applications, where controlled water release protects both the structure and the farmland downstream.

Several spillway designs exist, including ogee-shaped, stepped, side-channel, lotus, tunnel, and siphon spillways. This project focuses on simulating the flow behavior over one such spillway geometry using a multiphase approach, treating air as the primary phase and water as the secondary phase. In the model setup, the water column at the inlet reaches a height of 0.155 m, while the full model height is 0.306 m, and the dam structure itself has a height of 0.156 m.

The three-dimensional geometry was built in Design Modeler, and the mesh was generated in ANSYS Meshing using an unstructured mesh strategy, resulting in a total of 698,691 elements.

Methodology

The two-phase air-water interaction is captured using the Volume of Fluid (VOF) multiphase model. Gravity is applied along the y-axis at a magnitude of -9.81 m/s² to correctly represent the driving force behind the water's downward flow over the spillway.

Conclusion

The resulting flow contours confirm that the spillway performs as intended, allowing the water to pass over the structure smoothly. The highest flow velocities appear where the flow cross-section narrows, since the water accelerates as it's forced through the tighter geometry — a behavior consistent with what's expected in real spillway operation and useful for engineers designing water release systems for agricultural reservoirs.