Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models

AR Shahriar, AC Ortiz, BM Montoya, MA Gabr - Transportation Geotechnics, 2021 - Elsevier
Scour, defined by the loss of geomaterials surrounding a foundation support system, is a
primary cause of bridge failure in the United States and worldwide. Work herein presents a …

[图书][B] River dynamics: geomorphology to support management

BL Rhoads - 2020 - books.google.com
Rivers are important agents of change that shape the Earth's surface and evolve through
time in response to fluctuations in climate and other environmental conditions. They are …

The IPOS framework: linking fish swimming performance in altered flows from laboratory experiments to rivers

RWJ Lacey, VS Neary, JC Liao… - River Research and …, 2012 - Wiley Online Library
The current understanding of the effects of turbulence on the swimming performance of fish
is primarily derived from laboratory experiments under pressurised flow swim tunnels and …

Revisiting the Concept of Hydraulic Radius

M Wei, NS Cheng, Y Lu - Journal of Hydrology, 2023 - Elsevier
Hydraulic radius has long been customarily used as a characteristic length to assess the
cross-sectional geometry and efficiency of channels and conduits. This review paper revisits …

A turbulence‐based bed‐load transport model for bare and vegetated channels

JQ Yang, HM Nepf - Geophysical Research Letters, 2018 - Wiley Online Library
Previous studies have shown that sediment transport models based on bed shear stress (τ)
are not accurate for regions with vegetation. The present study demonstrated that the …

Velocity, Turbulence, and Sediment Deposition in a Channel Partially Filled With a Phragmites australis Canopy

C Liu, C Yan, S Sun, J Lei, H Nepf… - Water Resources …, 2022 - Wiley Online Library
Laboratory experiments examined the longitudinal evolution of near‐bed velocity, turbulent
kinetic energy (TKE), and net deposition in a model Phragmites australis canopy occupying …

Flow patterns and turbulence structures in a scour hole downstream of a submerged weir

D Guan, BW Melville, H Friedrich - Journal of Hydraulic Engineering, 2014 - ascelibrary.org
Scouring downstream of submerged weirs is a common problem resulting from the
interaction of the three-dimensional turbulent flow field around the structures and the mobile …

An experimental study of mean and turbulent flow in a 180 degree sharp open channel bend: Secondary flow and bed shear stress

M Vaghefi, M Akbari, AR Fiouz - KSCE Journal of Civil Engineering, 2016 - Springer
High flow velocity near the free surface in rivers is due to the presence of shear stress near
the bed and its absence on the free surface. This phenomenon results in unsteadiness of the …

Impact of stem size on turbulence and sediment resuspension under unidirectional flow

C Liu, Y Shan, H Nepf - Water Resources Research, 2021 - Wiley Online Library
Laboratory experiments examined the impact of model vegetation on turbulence and
resuspension. The turbulent kinetic energy increased with increasing velocity and …

Experimental investigation into downstream field of a horizontal axis tidal stream turbine supported by a mono pile

Y Zhang, J Zhang, X Lin, R Wang, C Zhang… - Applied Ocean …, 2020 - Elsevier
A deep insight into wake of a tidal stream turbine can be essential to make tidal stream
energy commercially viable. This study is to experimentally investigate downstream field of a …