Results 1 to 10 of about 1,222 (261)

Clear Water Scour at Rectangular Bridge Pier with Collar [PDF]

open access: yesPort Said Engineering Research Journal, 2023
Scour is the most significant threat to waterways because it leads to the failure of bridge piers and other structural components. When a collar is put in place around the pier to lessen the direct effect of the downflow on the streambed, the maximum ...
Amir Ibrahim
doaj   +2 more sources

Scour Evolution Downstream of Submerged Weirs in Clear Water Scour Conditions

open access: yesWater (Switzerland), 2019
Although weirs or dikes in the riverine and coastal environments are frequently overtopped, few studies have hitherto examined the evolution of the scour process downstream of these structures under the submerged condition. This paper presents an experimental investigation on time evolution of the scour process downstream of submerged weirs with a ...
Yee Meng Chiew, Dawei Guan, Guan Dawei
exaly   +3 more sources

Potential of roughening geometric elements as bridge pier local scour countermeasures [PDF]

open access: yesScientific Reports
The safety of bridges can be endangered by sediment erosion occurring around bridge piers. To mitigate this issue, this study examined the use of different roughening geometric elements (RGEs) on the upstream surface of bridge piers.
Aziz Ahmad   +5 more
doaj   +2 more sources

Clear water scour around a finite array of cylinders

open access: yesApplied Ocean Research, 2017
Abstract This experimental study presents clear-water scour and deposition patterns around hexagonal arrays of circular cylinders in steady flow conditions. Understanding the scour processes around such configurations could facilitate the design of several hydraulic and marine engineering structures, such as bridge piers and piles.
Mehmet Furkan Çelik   +2 more
exaly   +3 more sources

Experimental study of clear-water contraction scour

open access: yesWater Science and Technology: Water Supply, 2020
AbstractIn this paper, experimental results of clear-water scour on a sand bed under short contractions were studied. Sequences of test runs were performed under clear-water conditions for three different contraction ratios. The outcomes of the experiments were employed to define the effects of various parameters on equilibrium scour depth under clear ...
Jaan H Pu   +2 more
exaly   +2 more sources

Temporal variation of clear-water scour at compound Abutments

open access: yesAin Shams Engineering Journal, 2016
Most of actual abutments in rivers are built on foundation, while there is limited number of study available on the effects of the foundation on the local scour.
Aminuddin Ab. Ghani, Reza Mohammadpour
doaj   +2 more sources

Temporal clear-water scour evolution at rock weirs

open access: yesShui kexue jinzhan, 2022
Rock weirs are commonly used eco-friendly river training structures. However, water flow over rock weirs can cause local scour, resulting in structural failure.
Wen ZHANG   +4 more
doaj   +1 more source

Experimental Study on Aspect Ratio and Velocity Intensity of Scour Around Submerged Pile Groups

open access: yesFrontiers in Marine Science, 2022
Submerged pile groups are important components of complex piers in hydraulic engineering and are analogs for a range of subsea structures. These may sustain severe damages from local scour.
Youxiang Lu   +9 more
doaj   +1 more source

Log-Vane Scour in Clear Water Condition [PDF]

open access: yesRiver Research and Applications, 2014
Log-Vane is a grade-control structure of common use to stabilize river bed and river banks. The purpose of this paper is to study the scour phenomena downstream of Log-Vanes in straight rivers. The main goal is to obtain design equations to determine the main scour parameters and the scour morphology.
S. Pagliara   +2 more
openaire   +1 more source

Clear-Water Scour at Pile Groups [PDF]

open access: yesJournal of Hydraulic Engineering, 2013
AbstractGroups of piles are frequently used as bridge foundations. Different group configurations, characterized by different pile spacing, skew-angle, number, and arrangement of pile group columns interact differently with the flow field and lead to different scour patterns and equilibrium scour depth.
Lança, Rui   +4 more
openaire   +2 more sources

Home - About - Disclaimer - Privacy