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- W3187175310 abstract "Scour downstream of hydraulic structures is an inevitable problem that endanger the stability of such structures. Different studies predicted the local scour properties, but always the actual occurred scour dimensions be larger than the studies results. Hydraulic jump affects the characteristics of the scour downstream the rigid floor especially in the case of the submerged hydraulic jump. Previous studies proved that the effect of the submerged hydraulic jump is always greater than the free one. Operation of multi parallel gates has a huge role in the formation of the scour and the characteristics of the downstream hydraulic jump. In this paper, an experimental study was conducted to study the effect of the different symmetrical and asymmetrical operations of parallel radial gates with different flow conditions on the downstream scour. Eighty runs were carried out in a horizontal rectangular flume to study the present phenomenon. Experiments were performed for a range of Froude numbers between 2.58 and 8.38. The results showed a good agreement with the previous studies, and it was found that the relative scour depth increases with the decrease of the submergence ratio and with the increase of the Froude number at vena-contracta for the same expansion ratio." @default.
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- W3187175310 date "2020-01-01" @default.
- W3187175310 modified "2023-09-27" @default.
- W3187175310 title "Scour downstream of submerged parallel radial gates" @default.
- W3187175310 hasPublicationYear "2020" @default.
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