Fluvial Hydraulics Affected by River Ice and Hydraulic Structures

Fluvial hydraulics deals with the flow of water, the motion of sediment, and the erosion of channel beds in rivers. Fluvial hydraulics is complex because velocity, slope, depth, and channel roughness are all subject to changes resulting from erodible beds and sediment transport due to the presence o...

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Bibliographic Details
Other Authors: Sui, Jueyi (Editor)
Format: Electronic Book Chapter
Language:English
Published: Basel MDPI - Multidisciplinary Digital Publishing Institute 2023
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Online Access:DOAB: download the publication
DOAB: description of the publication
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520 |a Fluvial hydraulics deals with the flow of water, the motion of sediment, and the erosion of channel beds in rivers. Fluvial hydraulics is complex because velocity, slope, depth, and channel roughness are all subject to changes resulting from erodible beds and sediment transport due to the presence of in-stream infrastructure, vegetation in channel beds/banks, and ice cover on water surfaces.The aim of this reprint is to present research that improves our knowledge of sediment transport, local scour around in-stream infrastructures, and fluvial processes in the presence of either vegetation in channel beds or ice cover on water surfaces. It aims to include not only the latest advancements in the mechanics of sediment transport and local scour around in-stream infrastructures but also the impacts of vegetation in channel beds on bed deformation and flow structures. Research regarding the interaction between river ice, riverbed deformation, and in-stream infrastructures.In total, twelve original contributions are presented in this reprint. Among the topics of interest for this Special Issue are: 1) turbulent flow structure, Reynolds stress, and local scour around in-stream infrastructures under an ice-covered flow condition; 2) interactions among ice jam accumulation, channel bed deformation, and in-stream infrastructures; and 3) turbulent flow structures in the presence of vegetation in a channel bed or under a shallow flow condition.We hope that the results of the presented research will benefit river engineers and hydrologists. 
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546 |a English 
650 7 |a Technology: general issues  |2 bicssc 
650 7 |a History of engineering & technology  |2 bicssc 
653 |a local scour 
653 |a ice cover 
653 |a ice jam 
653 |a bridge pier 
653 |a sediment transport 
653 |a river ice hydraulics 
653 |a incipient motion 
653 |a threshold condition 
653 |a critical shear stress 
653 |a threshold velocity 
653 |a hydraulically transitional flow 
653 |a ice-covered channel 
653 |a longitudinal velocity 
653 |a Reynolds stress 
653 |a turbulence intensity 
653 |a spur dike 
653 |a acoustic doppler velocimeter (ADV) 
653 |a instantaneous velocity component 
653 |a Huai River 
653 |a river channel variation 
653 |a erosion 
653 |a deposition 
653 |a numerical simulation 
653 |a coherent flow structures 
653 |a vegetation patch 
653 |a von Karman vortex 
653 |a octant analysis 
653 |a semi-elliptical abutment 
653 |a vegetated bed 
653 |a Reynolds shear stress 
653 |a Reynolds stress anisotropy 
653 |a coherent Reynolds shear stress 
653 |a intermittent turbulence 
653 |a mixing layer 
653 |a quadrant analysis 
653 |a vegetation patches 
653 |a local scour depth 
653 |a tandem double piers 
653 |a pier spacing distance 
653 |a ice jam evolution 
653 |a ice jam thickness 
653 |a scour hole 
653 |a bridge piers 
653 |a transverse thickness distribution 
653 |a ice wave crest 
653 |a waved-shape accumulation of ice particles (ice wave) 
653 |a ice wave 
653 |a experiment 
653 |a wave crest 
653 |a wave trough 
653 |a wavelength 
653 |a migration speed 
653 |a n/a 
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