Results 11 to 20 of about 1,276 (229)

EXPERIMENTAL INVESTIGATION OF SCOUR DOWNSTREAM OF A C-TYPE TRAPEZOIDAL PIANO KEY WEIR WITH STILLING BASIN

open access: yesJournal of Engineering and Sustainable Development, 2023
In recent years, engineers have focused on finding a solution to reduce scouring downstream of piano key weirs. Piano key weirs have high efficiency in flood flow and a higher discharge coefficient.
Ali Qasim Rdhaiwi   +2 more
doaj   +1 more source

Empirical Formulas to Predict the Maximum Scour Depth With Debris Accumulation Around A Single Cylindrical Bridge Pier: An Experimental Study [PDF]

open access: yesEngineering and Technology Journal, 2020
The probability of debris accumulation near bridge piers during the heavy storm and river flood convert the hydraulic action of flow and increase the scour depth due to the reduction of flow area and the increase in velocity of flow.
Mahmoud Saleh Al-Khafaji, Aysar Al-Awadi
doaj   +1 more source

Maximum Abutment Scour Depth in Cohesive Soils [PDF]

open access: yesScour and Erosion, 2010
Most conventional methods to predict the depth of abutment scour were developed with flume test results using cohesionless soils, and those methods have been used to the abutment scour depth prediction in cohesive soils. Generally floodplains where most abutments are located are composed of less erodible soils such as cohesive soils.
Jae Oh, Seung   +3 more
openaire   +2 more sources

The Effects of Permeable, Impermeable and Bandal-like Spur-dike Angel On Geometric Dimensions of Scouring In Submerged Conditions [PDF]

open access: yesعلوم و مهندسی آبیاری, 2017
The purpose of this study is to compare the scouring hole geometric dimensions for three kinds of spur-dike: permeable, impermeable and bandal-like for submerged conditions by conducting a set of experimental tests.
Fatemeh Jarah Zade   +2 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

A Comprehensive Method of Calculating Maximum Bridge Scour Depth [PDF]

open access: yesWater, 2018
Recently, the issues of scour around a bridge have become prominent because of the recurrent occurrence of extreme weather events. Thus, a bridge must be designed with the appropriate protection measures to prevent failure due to scour for the high flows to which it may be subjected during such extreme weather events.
Rupayan Saha   +2 more
openaire   +1 more source

Effect of bridge pier diameter on maximum depth of scour impacts on the environment [PDF]

open access: yesSN Applied Sciences, 2020
This study uses a physical experimental model to investigate the scale effect of cylindrical bridge piers on local scour. Non-dimensional public relations are developed after determining the effective parameters. Experiments are carried out to estimate the maximum scour depth around cylindrical piers with 10, 20, 30, 40, 60 and 100 mm in diameter in a ...
Narges Raeisi, Mehdi Ghomeshi
openaire   +1 more source

Study on Maximum Scouring Depth of Gravel Channels

open access: yesProcedia Engineering, 2012
AbstractThe local scour depth is a key parameter in the design of levee engineering. Based on experiment data, a non-dimensional analysis for the prediction of local scour depth is related to the approach flow velocity, flow depth, flow angle, scope of levee and the particle size of the bed sediment.
Xia, Li, Ji, Hou
openaire   +1 more source

Maximum scour depth at piers in armor-beds

open access: yesKSCE Journal of Civil Engineering, 2009
The paper presents a design method to determine the maximum equilibrium scour depth at piers embedded in a sand-bed overlain by a thin armor-layer of gravels using the experimental data of Dey and Raikar and those of Ettema. The proposed equation is in terms of empirical relationships, termed K-factors, which account for the effects of flow depth, pier
Rajkumar V. Raikar, Subhasish Dey
openaire   +1 more source

Evolution features of riverbeds near underwater crossing line pipes: An experimental study

open access: yesNatural Gas Industry B, 2020
It is of important significance to study the evolution law of the riverbed near underwater crossing line pipes for ensuring the safe operation of oil and gas pipelines and reducing the risk of damage by water flood disasters.
Qian Yang   +3 more
doaj   +1 more source

Home - About - Disclaimer - Privacy