INFLUENCE OF BOUNDARY SHAPE VARIATION OF SUDDEN PIPE CONTRACTION ON HEAD LOSS

Pressure regulation by known means is carried out only in the direction of its reduction. This paper examines local flow control devices in fluid systems, namely local hydraulic resistances. Under turbulent flow conditions, pressure losses in a sudden pipe contraction primarily occur during flow expansion downstream of the vena contracta, in the vortex region that forms behind the diameter transition plane. For sudden pipe contraction, flow resistance can be reduced by altering the shape of flow boundaries – by influencing the fluid stream, acting on the pipe wall, or modifying the cross-section along the flow direction. The methods discussed for reshaping boundaries can reduce the size of the vortex region behind the pipe contraction. In certain cases, these methods can even eliminate the vortex region entirely. The resulting flow behavior becomes similar to that of a sudden pipe contraction with a higher contraction ratio.

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