In the present study the effect of the skew-angle of the alignment of tandem piers on local scour depth around them is investigated. The tandem piers were aligned with different skew-angles of θ=0°,30°,45°,60°,90° with respect to the flow direction. The results indicatethat with the increment of the skew-angle, the influence of sheltering effects is decreased. In other word, since the sheltering effect of the upstream pier is declined (which reduces the approach velocity for the downstream pier) the scour depth around downstream pier increases. The results show that the maximum scour depth occurs at both piers for the skew-angle of θ=45°.Furthermore, the best configuration to aligned tandem piers was achieved at the skew-angle of θ=30°
This study investigates the performance nose-angle piers as countermeasures for local scour reductio...
It is an important task that design engineers in practice predict the local scour around bridge pier...
Pier alignments, defined as single-row pier groups, displayed normal to main bridges’ axes, are freq...
In the present study the effect of the skew-angle of the alignment of tandem piers on local scour de...
In the present study the effect of the skew-angle of the alignment of tandem piers on local scour de...
Local scouring is a leading cause of bridge collapses. To protect bridges against local scouring, di...
The primary objective of this study is to investigate experimentally local scours around bridge pier...
Pier alignments, defined as single-row pier groups, displayed normal to main bridges' axes,are frequ...
The equilibrium scour depth at uniform single bridge piers depends on a large number of variables, i...
The equilibrium scour depth at uniform single bridge piers depends on a large number of variables, i...
Laboratory experiments concerning scour development around single and two piers side by side arrange...
Laboratory experiments concerning scour development around single and two piers side by side arrange...
For a bridge engineer, it is very important to estimate the maximum scour depth around the piers as ...
The aim of this experimental study is to examine the effect of inclination of dual bridge piers on s...
This study investigates the performance nose-angle piers as countermeasures for local scour reductio...
This study investigates the performance nose-angle piers as countermeasures for local scour reductio...
It is an important task that design engineers in practice predict the local scour around bridge pier...
Pier alignments, defined as single-row pier groups, displayed normal to main bridges’ axes, are freq...
In the present study the effect of the skew-angle of the alignment of tandem piers on local scour de...
In the present study the effect of the skew-angle of the alignment of tandem piers on local scour de...
Local scouring is a leading cause of bridge collapses. To protect bridges against local scouring, di...
The primary objective of this study is to investigate experimentally local scours around bridge pier...
Pier alignments, defined as single-row pier groups, displayed normal to main bridges' axes,are frequ...
The equilibrium scour depth at uniform single bridge piers depends on a large number of variables, i...
The equilibrium scour depth at uniform single bridge piers depends on a large number of variables, i...
Laboratory experiments concerning scour development around single and two piers side by side arrange...
Laboratory experiments concerning scour development around single and two piers side by side arrange...
For a bridge engineer, it is very important to estimate the maximum scour depth around the piers as ...
The aim of this experimental study is to examine the effect of inclination of dual bridge piers on s...
This study investigates the performance nose-angle piers as countermeasures for local scour reductio...
This study investigates the performance nose-angle piers as countermeasures for local scour reductio...
It is an important task that design engineers in practice predict the local scour around bridge pier...
Pier alignments, defined as single-row pier groups, displayed normal to main bridges’ axes, are freq...