In this paper, an explicit wall model based on a power-law velocity profile is proposed for the
simulation of the incompressible flow around airfoils at high Reynolds numbers. This wall …

An ordinary differential equation (ODE) for velocity distribution in open channel flows is
presented based on an analysis of the Reynolds-averaged Navier–Stokes equations and a …

Hydraulic engineering of dams and their appurtenant structures counts among the essential
tasks to successfully design safe water-retaining reservoirs for hydroelectric power …

In hydraulic engineering, stepped spillways are effective structures in regard to both energy
dissipation and re-aeration processes. It is well known that flow depths and flow velocities …

The simulation performance of two–dimensional flow over a round–crested chute spillway is
examined using the finite element method along with the standard k–ε and the standard k–ω …

A spillway is a hydraulic structure of major importance in dam safety, and its current analysis
usually involves a hybrid approach combining CFD modeling with experimental research …

In hydraulic engineering, intense free surface breakups have been observed to develop in
high‐speed open channel flows, resulting in a mixed air‐water layer near the free surface …

Flows from mild to steep slopes are relevant in hydraulic engineering relating to chute
spillways and slope changes in irrigation networks. These flows are associated with …

Chutes are spillway channels that convey high-speed water flows from dam overflow
structures to the dam toe. Chute computations up to incipient-aerated flow involving a …

In this study, we present a novel procedure to simulate the velocity distribution of a narrow
sewer channel using a combination of a simple and accurate machine learning tool, namely …