Sequences of artificial steps are sometimes used to reproduce the natural step–pool morphology of high-gradient streams. The depth, length and shape of the scour holes in gravel-bed rivers can be predicted reasonably using recently developed formulae. However, the properties of the scour holes can sometimes be affected by the distance between structures. This effect is called ‘geometrical interference’ and leads to a reduction of the scour hole compared to its potential size. Geometrical interference may occur in sequences of artificial steps in high-gradient torrents, where structures are sometimes built at distances of a few tens of metres apart, but may also apply to natural step–pool systems. In this paper, a series of tests have been c...
Few research were done on gradual channel experiment. In this experiment, the study of local scour w...
Scour characteristics and morphologies downstream of rock sills due to channel curvature have been a...
The effect of the flood recession time on the local scour depth at bed sills in gravel deposits is e...
Excessive erosion of gravel bed rivers represents a hazard, which is often controlled by the constru...
This paper presents the results of an experimental study about the pattern of local scouring generat...
Designers are often required to produce safe and economic structures in rivers with erodible beds, w...
Hydraulic structures functioning and erosive processes occurring in curved rivers are still under-in...
This paper describes an approach for predicting local scour downstream of grade control structures. ...
Unexpected scour at foundation at stratified bed conditions leads to structure damage or failure and...
Bed sills are often used for river restoration. This structure typology contributes to stabilize bed...
Numerous studies have been conducted on scouring in a laboratory setting and most of them have been ...
Obstacle marks are instream bedforms, typically composed of an upstream frontal scour hole and a dow...
Scour is a natural phenomenon caused by the flow of water in rivers and streams. Scour occurs natura...
Local scour in a sediment bed varies depending on the type, size and shape of hydraulic structures, ...
Grade control structures are used to control bed erosion in steep small rivers mostly in the mountai...
Few research were done on gradual channel experiment. In this experiment, the study of local scour w...
Scour characteristics and morphologies downstream of rock sills due to channel curvature have been a...
The effect of the flood recession time on the local scour depth at bed sills in gravel deposits is e...
Excessive erosion of gravel bed rivers represents a hazard, which is often controlled by the constru...
This paper presents the results of an experimental study about the pattern of local scouring generat...
Designers are often required to produce safe and economic structures in rivers with erodible beds, w...
Hydraulic structures functioning and erosive processes occurring in curved rivers are still under-in...
This paper describes an approach for predicting local scour downstream of grade control structures. ...
Unexpected scour at foundation at stratified bed conditions leads to structure damage or failure and...
Bed sills are often used for river restoration. This structure typology contributes to stabilize bed...
Numerous studies have been conducted on scouring in a laboratory setting and most of them have been ...
Obstacle marks are instream bedforms, typically composed of an upstream frontal scour hole and a dow...
Scour is a natural phenomenon caused by the flow of water in rivers and streams. Scour occurs natura...
Local scour in a sediment bed varies depending on the type, size and shape of hydraulic structures, ...
Grade control structures are used to control bed erosion in steep small rivers mostly in the mountai...
Few research were done on gradual channel experiment. In this experiment, the study of local scour w...
Scour characteristics and morphologies downstream of rock sills due to channel curvature have been a...
The effect of the flood recession time on the local scour depth at bed sills in gravel deposits is e...