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Interaction of Bridge Pier and Abutment on Local Scour Around Them [PDF]

open access: yesعلوم و مهندسی آبیاری, 2016
The local scour around bridge pier and abutment in recent years has been widely studied by different authors. Scant information exists as to how bridge pier proximity to abutment affects scour depth at an abutment and at a pier. Due to the fact that many
Morteza Arab, Mohammad Ali Zomorodian
doaj   +1 more source

Mean Flow Structure and Local Scour around Single and Two-Column Bridge Piers [PDF]

open access: yesعلوم و مهندسی آبیاری, 2019
Bridges constructed across rivers are among the most important structures, especially during and after flood events. Bridge piers are exposed to some hazardous factors such as local and contraction scour hydrodynamics.
Alireza Keshavarzi   +2 more
doaj   +1 more source

Numerical Simulation of Scour Process Around Offshore Wind Turbine Monopile Foundation in Steady Flow

open access: yes南方能源建设, 2023
[Introduction] Scouring around pile foundation is an important technical problem in the construction and maintenance of offshore wind power plants. The scour hole developed under the environmental load like wave, current, etc.
Bing XIA   +4 more
doaj   +1 more source

Clear-water scour at comparatively large cylindrical piers [PDF]

open access: yes, 2013
New long-duration clear-water scour data were collected at single cylindrical piers with the objective of investigating the effect of sediment coarseness, Dp=D50 (Dp = pier diameter; D50 = median grain size) on the equilibrium scour depth and improving ...
António H. Cardoso   +6 more
core   +1 more source

Estimation of Maximum Scour Depth and Scour Pattern Around Submerged Spur-Dike

open access: yes, 2023
Scouring due to turbulent flows is a process that naturally happens around river structures, including river training or riverbank protection works such as spur dikes, submerged vanes, etc. present experimental study aims to estimate the maximum scour depth around submerged spur dikes, which have not been studied as extensively.
Pandey, Manish, Pal, Manali
openaire   +2 more sources

A local scour prediction method for pile caps in complex piers [PDF]

open access: yes, 2011
The outcomes of an experimental study on local scour at a pile cap are presented. Experiments were conducted with the approaching flow having an undisturbed flow depth and a threshold flow velocity.
Abdul Aziz, Azlan   +4 more
core   +1 more source

Equilibrium Scour-Depth Prediction around Cylindrical Structures [PDF]

open access: yes, 2017
Offshore gravity base foundations (GBFs) are often designed with complex geometries. Such structures interact with local hydrodynamics, creating an adverse pressure gradient that is responsible for flow and scour phenomena, including the bed shear stress
Harris, JM   +3 more
core   +1 more source

Large-scale experimental study on scour around offshore wind monopiles under irregular waves

open access: yesWater Science and Engineering, 2022
The Keulegan-Carpenter (KC) number is the main dimensionless parameter that affects the local scour of offshore wind power monopile foundations. This study conducted large-scale (1:13) physical model tests to study the local scour shape, equilibrium ...
Song-gui Chen   +4 more
doaj   +1 more source

LABORATORY STUDY ON COMPARISON OF THE SCOUR DEPTH AND SCOUR LENGTH OF GROUNDSILL WITH THE OPENING AND WITHOUT THE OPENING

open access: yesJournal of the Civil Engineering Forum, 2016
River bed control structure what so called groundsill or bottom sill is built for controlling a river bed to remain stable against degradation. Unlike other river obstacles, the presence of groundsill might cause sediment retention upstream of the structure; hence it reduces the supply of sediment to the downstream part of the river.
Ani Hairani, Djoko Legono
openaire   +4 more sources

Experimental study on local scour characteristics around an upstream inclined pile under combined wave and current action

open access: yesShui kexue jinzhan, 2022
In the context of wave-current, the characteristics of vortex structure and wave propagation around the upstream inclined pile differ significantly than around the vertical pile, which affects the local scour process of the pile foundation.
Yongzhou CHENG   +4 more
doaj   +1 more source

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