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A platform for research: civil engineering, architecture and urbanism
Pressure of standing waves on sluice gates of weirs
Conclusions Investigations on a 1:20 scale model of the wave pressure on the sluice gate of a weir revealed the character of the flow over the gate in the case of a frontal approach of a wave and permitted proposing a method for determining the design load.The value of the wave pressure on the gate can amount to as much as 50% of the hydrostatic pressure and should be summed with it when calculating gate structures.
Pressure of standing waves on sluice gates of weirs
Conclusions Investigations on a 1:20 scale model of the wave pressure on the sluice gate of a weir revealed the character of the flow over the gate in the case of a frontal approach of a wave and permitted proposing a method for determining the design load.The value of the wave pressure on the gate can amount to as much as 50% of the hydrostatic pressure and should be summed with it when calculating gate structures.
Pressure of standing waves on sluice gates of weirs
Plakida, M. É. (author)
1973
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
Pressure of standing waves on sluice gates of weirs
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