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project:

Jan 2023

Jun 2027

Ongoing

Reliable modeling for safe spillway discharge

A spillway is probably the most critical hydraulic structure for dam safety. Studies have shown that many existing Swedish spillways will have to pass higher inflow design floods than originally designed for. This requires cost-effective engineering measures in refurbishment and upgrade of spillways.

A proper spillway design allows: (1) sufficient discharge capacity, (2) favorable chute flow conditions without overtopping of sidewalls, (3) favorable pressure and loading conditions, (4) effective energy dissipation and (5) acceptable erosion potential downstream. To identify cost-effective solutions to increase the capacity if Swedish spillways to pass higher inflow desing floods, this project aims to:

  1. Develop, adapt, and evaluate numerical approaches for flow modeling for safe spillway discharge;
  2. Contribute to improved and cost-effective hydraulic design through reliable modeling tools:
  3. Disseminate research results to the hydropower sector to support the practical application of knowledge in spillway upgrades and operations.

Contact

James Yang

Project leader

KTH Royal Institute of Technology and Vattenfall RD

Email

Contact

Umar Farooq

PhD

KTH Royal Institute of Technology

Email

Publications

Licentiate Thesis: Numerical simulations of air-water flow and energy dissipation for safe spillway discharge, Umar Farooq (2026), KTH Royal Institute of Technology. URN: urn:nbn:se:kth:diva-380259

Comparative assessment of turbulence models for high-velocity two-phase flow over a chute spillway aerator Umar Farooq, James Yang, Shicheng Li, Anders Ansell; Journal of Hydroinformatics 2026; jh2026160. doi.org/10.2166/hydro.2026.160

Numerical investigation of air-water flow predictions in a chute spillway: effects of mesh refinement and subgrid-scale models, Umar Farooq, James Yang, Front. Built Environ. 12:1912085. doi.org/10.3389/fbuil.2026.1912085

Numerical analysis of flow characteristics and energy dissipation on flat and pooled stepped spillways Umar Farooq, Shicheng Li, and James Yang, Water 16, no. 18 (2024): 2600. doi.org/10.3390/w16182600