Results 11 to 20 of about 2,102 (256)

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

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

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

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

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

Numerical modeling of scour depth at side piers of the bridge

open access: yesJournal of Computational and Applied Mathematics, 2015
Computational power and development of numerical models are new windows for simulation about flow and sediment transmission. The aim of this article is related to Numerical modeling of three-dimensional flow and sediment at the narrowing location of bridge. We selected the SSIM2 model because this model has high ability for numerical simulation.
Mohammad Ehteram, Amin Mahdavi Meymand
openaire   +1 more source

Amidase‐Catalyzed Desorption of CO2 Captured in Aqueous Monoethanolamine (MEA) Solutions

open access: yesAngewandte Chemie, EarlyView.
CO2 is captured in aqueous monoethanolamine (MEA) sorbents as carbamate and bicarbonate/carbonate. The subsequent desorption for storage or utilization is energy‐intensive, and this is a major impediment to industrial carbon dioxide removal (CDR) processes. The desorption process can be promoted by enzymes that catalyze the dissociation of distinct CO2‐
Yang Yang   +10 more
wiley   +2 more sources

Effect of Cohesive and Non-Cohesive Soils on Equilibrium Scour Depth

open access: yesTikrit Journal of Engineering Sciences, 2007
In this research ,the effect of cohesive soils ( clay ) and non –cohesive soils sand on equilibrium scour depth was studied .Experiments were carried out on two types of clay and two types of sand as a bed material using an obstruction ( pier ) to create
Saleh Issa Khassaf
doaj   +1 more source

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