Impulse Waves in Reservoirs: Research Up to 1990

Impulse waves, capable of reaching heights over 100 meters and run-up heights up to 500 meters, pose significant risks to reservoir infrastructure through wave run-up or overtopping. This review synthesizes research on impulse waves from 1946 to 1990, drawing parallels between experimental findings following nuclear tests at Bikini Atoll and subsequent numerical studies. It highlights the contributions of key researchers in hydraulics and emphasizes that a hybrid approach, combining experimental and numerical data, is essential for addressing these complex hydraulic challenges. The paper also includes characteristic photos illustrating wave features, providing a comprehensive overview of the field's advancements.

Hager, W. H., & Evers, F. M. (2020). Impulse Waves in Reservoirs: Research Up to 1990. Journal of Hydraulic Engineering, 146(10). https://doi.org/10.1061/(asce)hy.1943-7900.0001770