Scour Mechanism around Piers at Clear Water Equilibrium Condition
openaire +2 more sources
Development and testing of a fully adaptable membrane bioreactor fouling model for a sidestream configuration system [PDF]
This article is available through the Brunel Open Access Publishing Fund. Copyright © 2013 MDPI AGA dead-end filtration model that includes the three main fouling mechanisms mentioned in Hermia (i.e., cake build-up, complete pore blocking, and pore ...
Hermia, Ho, Yoo
core +4 more sources
Predicting maximum scour depth around bridge abutment using M5 model [PDF]
Scour around piers and abutments leads to a lot of bridge failures. Scouring around the bridge piers and abutments is one of the most important factors in bridge failure which happens over time and increases during floods, probably causing general damage
Javad Zahiri, Seyed Mahmood Kashefipour
doaj +1 more source
Many studies have been undertaken to predict local scour around offshore high-rise structure foundations (HRSFs), which have been used in constructing the Donghai Wind Farm in China.
Dong-fang Liang +3 more
doaj +1 more source
Experimental reintroduction of woody debris on the Williams River, NSW: geomorphic and ecological responses [PDF]
A total of 436 logs were used to create 20 engineered log jams (ELJs) in a 1.1 km reach of the Williams River, NSW, Australia, a gravel-bed river that has been desnagged and had most of its riparian vegetation removed over the last 200 years.
Abbe, T.B. +3 more
core +1 more source
Experimental study on scour at unpaved road shoulder [PDF]
Scour is often found along the shoulder of the road, especially the shoulder without pavement in suburban and rural areas. This can reduce the function of the road shoulder and increase the risk of traffic accidents.
Widiyanto Wahyu +4 more
doaj +1 more source
Local scour around complex pier groups and combined piles at semi-integral bridge
This research presents an experimental study on the scouring mechanism at semi-integral bridge piers. Based on laboratory experiments, this study focuses on the relationship between scour depth in complex pier groups and combined piles bridge and various
Akib Shatirah +2 more
doaj +1 more source
Modulation of outer bank erosion by slump blocks: disentangling the protective and destructive role of failed material on the three-dimensional flow structure [PDF]
The three-dimensional flow field near the banks of alluvial channels is the primary factor controlling rates of bank erosion. Although submerged slump blocks and associated large-scale bank roughness elements have both previously been proposed to divert ...
Aalho +62 more
core +1 more source
Estimation of the Maximum Scour Depth at Bridge Pier under Effects of Debris Accumulations using NF-GMDH Model and Evolutionary Algorithms [PDF]
Rivers accumulate huge amounts of floating debris including the trunk, branches and leaves during the floods, leading to increase the depth of local scour around bridge piers.
Mohammad Najafzadeh +1 more
doaj +1 more source
Developing empirical formulae for scour depth in front of Inclined bridge piers
Because of the complex flow mechanism around inclined bridge piers, previous studies have proposed different empirical correlations to predict the scouring depth in front of piers, which include regression analysis developed from laboratory measurements.
Halil İbrahim Fedakar +2 more
doaj +1 more source

