Hydraulics: case studies

CFD simulation of fusegates for reservoir dams

OptiFluides provides CFD simulations of spillways for hydroelectric facilities. In the present study, we are working in partnership with Hydroplus, designer of the Fusegates, to study the tipping sequences of the Fusegates on the Sans Souci dam in Mauritius.

Context

Reservoir dams generally have a filling phase, during the wet season, and an emptying phase, during the rest of the year, when the water is turbined or used for human activity. However, when the reservoir is full, the excess water is spilled and lost. This phenomenon is becoming increasingly frequent, particularly in semi-arid regions, as climate change leads to higher flooding in the wet season, and lower rainfall in other periods.

The solution proposed by Hydroplus, a VINCI Construction subsidiary set up in 1991, involves raising the level of the weirs using Fusegates:

  • For a level between the weir level and the maximum dam level, the fusegate increases the reservoir’s storage level.
  • During floods, when the reservoir is full at its new maximum level, the water spills over the Fusegate crest, which then acts as a free weir.
  • During exceptional floods, the water level in the reservoir reaches the tipping level: the fusegate tilts into the spillway, protecting the integrity of the structure.

Fusegates offer a number of advantages:

  • increased reservoir storage capacity,
  • increased crest length,
  • prolonged service life, etc.

However, when designing a new project, it is essential to precisely calibrate the fusegates’ tipping height, as well as the tipping sequences, in order to guarantee proper discharge of the flood flow.

OptiFluides works in partnership with Hydroplus to produce numerical simulations that provide answers to this problem.

 

Schematic view of a Fusegate (source : Hydroplus)

Objective

The main objectives for the Sans Souci dam in Mauritius are as follows:

  • Check the influence of the deflectors and weir modification on the flow rate for a configuration without Fusegates,
  • Correctly dimension the well heights to allow for the correct tilting sequencing of the gates according to the upstream water heights.

Weir geometry with Fusegates (left) and free surface colored by velocity field (right)

Simulation and results

To address this issue, OptiFluides runs two-phase unsteady simulations using a U-RANS model.

A total of 12 CFD simulations were carried out. Of these, 8 correspond to the different tipping stages. 4 configurations evaluate the weir’s performance without a fusegate, in order to assess the influence of the modifications required for their installation.

This study validated that weir modifications had a negligible impact on the weir’s discharge coefficient, assessed the influence of the upstream submersible road on current flow and on the actual water level, and evaluated the discharge of fusegates as a function of their position on the weir and their tipping order.

The results of this study were published at a conference organized by the Comité Français des Barrages et des Réservoirs, which you can find here.

GoogleMaps view of the weir equipped with Fusegates

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