In free-surface turbulent flows, large amount of air may be entrapped and advected in the
water current. The resulting air-water flows are frequently observed in natural water systems …

Hydraulic jumps have been the object of extensive experimental investigation, providing the
numerical community with a complete case study for models' performance assessment. This …

The submerged hydraulic jump is a sudden change from the supercritical to subcritical flow,
specified by strong turbulence, air entrainment and energy loss. Despite recent studies …

The modelling of complex free surface flows over weirs and in the vicinity of bridge piers is
presented in a numerical model emulating open channel flow based on the Reynolds …

Adaptation of stilling basins to higher discharges than those considered for their design
implies deep knowledge of the flow developed in these structures. To this end, the hydraulic …

The current capacity of many spillways may be insufficient due to the increase in flood flows
as a result of climate change. In those cases, the dam may be overtopped, generating new …

A classical hydraulic jump with Froude number (Fr 1= 6) and Reynolds number (Re 1=
210,000) was characterized using the computational fluid dynamics (CFD) codes …

This paper presents a brief history of the hydraulic jump and a literature review on hydraulic
jumps' experimental and numerical studies. Leonardo da Vinci noticed this phenomenon …

The hydraulic performance of stilling basins is affected by their size and geometry, which
can be predicted by local scour. In 2008, based on a rigid bed study, the stilling basin of …

With the advantages of simple structure, good energy dissipation effect and so on, the sky
jump energy dissipation is widely used in energy dissipation of water conservancy project …