To evaluate the stability of bridge piers affected by the local scouring, the existing formulas for estimating the maximum local scour depth have been developed based on the results of experiments conducted under a constant water level. However, the applicability of these formulas to the cases where the water level rises and falls, such as a water level change in a real river, is not clear. In this study, water flow experiments were conducted on cylindrical and oval bridge pier models to investigate the effect of iterated water level change on the progression of local scour around piers. Results of experiments with cylindrical and oval pier showed that the local scour depth and length increased by an iterated action of the water level chang...
Scour process at bridge piers is a very important topic for hydraulic engineers. In particular, it h...
Local scour is the reduction of original bed level around any hydraulicstructure. Bridge failure due...
The current research work presents laboratory experimental results on local scour around vertical-wa...
Scour at uniform cylindrical piers has received considerable attention in the past. However, bridge ...
The construction of bridges in alluvial channels will cause a contraction in the waterway at the bri...
The local scour around bridge piers influences their stabilities and plays a key role in the bridge ...
Numerous studies have been conducted to study the effects of scour due to the everchanging impacts o...
The most existing pier-scour equations mainly apply to uniformly shaped piers. However, pier footing...
The failure of bridges due to excessive local scour during floods poses a challenging problem to hyd...
Estimation of maximum possible scour depth around bridge piers is an important step in the design of...
Accurate estimation of local scour around bridge pier is important for economic and safe design of b...
This study is based on laboratory experiments for computing depth of local scour around group bridge...
Local scour is one of the most important causes on bridge failures during floods, and recent changes...
Bridge pier scour is an important engineering concern because of the role that it can play on the sa...
A precise prediction of maximum scour depth (MSD) around piers under ice-covered conditions is cruci...
Scour process at bridge piers is a very important topic for hydraulic engineers. In particular, it h...
Local scour is the reduction of original bed level around any hydraulicstructure. Bridge failure due...
The current research work presents laboratory experimental results on local scour around vertical-wa...
Scour at uniform cylindrical piers has received considerable attention in the past. However, bridge ...
The construction of bridges in alluvial channels will cause a contraction in the waterway at the bri...
The local scour around bridge piers influences their stabilities and plays a key role in the bridge ...
Numerous studies have been conducted to study the effects of scour due to the everchanging impacts o...
The most existing pier-scour equations mainly apply to uniformly shaped piers. However, pier footing...
The failure of bridges due to excessive local scour during floods poses a challenging problem to hyd...
Estimation of maximum possible scour depth around bridge piers is an important step in the design of...
Accurate estimation of local scour around bridge pier is important for economic and safe design of b...
This study is based on laboratory experiments for computing depth of local scour around group bridge...
Local scour is one of the most important causes on bridge failures during floods, and recent changes...
Bridge pier scour is an important engineering concern because of the role that it can play on the sa...
A precise prediction of maximum scour depth (MSD) around piers under ice-covered conditions is cruci...
Scour process at bridge piers is a very important topic for hydraulic engineers. In particular, it h...
Local scour is the reduction of original bed level around any hydraulicstructure. Bridge failure due...
The current research work presents laboratory experimental results on local scour around vertical-wa...