An investigation of three-dimensional (3-D) turbulent structure, including turbulence-driven
secondary currents in compound open-channel flows, is a very important topic in hydraulic …

The hydrodynamic response of turbulent flow in a compound wide rectangular open channel
with a vegetated domain at the channel bank, in a channel corner and in a floodplain, to the …

The need to estimate velocity and discharge indirectly in gravel‐bedded rivers is a
commonly‐encountered problem. Semilogarithmic friction equations are used to estimate …

The hydrodynamic response of the turbulent flow in a compound rectangular open channel
to the flood-plain depth, roughness, and symmetry, and to the channel Reynolds number is …

The Paper describes a new large central experimental facility which has recently been built
to investigate the hydraulic behaviour of rivers and flood alleviation channels when they flow …

Riffle—pool sequences are the characteristic reach-scale bedforms of mixed-and gravel-
bedded rivers. While most research has been directed to the quantitative description of …

The results of large eddy simulations (LESs) of turbulent flow in a compound open channel
with deep and shallow flood plain depths are presented. These LESs are validated with …

In areas that are occasionally inundated by floods, it is essential to know the quantity and
density of vegetation that can be allowed while avoiding flooding beyond the intended …

The paper examines the problem of prediction of uniform turbulent flow in a compound
channel with the nonlinear k‐ε model. This model is capable of predicting the secondary …

Current methods employed by the United States Geological Survey (USGS) to measure river
discharge are manpower intensive, expensive, and during high flow events require field …