Vena contracta

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Vena contracta

Vena contracta is the point in a fluid stream where the diameter of the stream is the least, and fluid velocity is at its maximum, such as in the case of a stream issuing out of a nozzle, (orifice). (Evangelista Torricelli, 1643). It is a place where the cross section area is minimum .

The maximum contraction takes place at a section slightly downstream of the orifice, where the jet is more or less horizontal.

The effect is also observed in flow from a tank into a pipe, or a sudden contraction in pipe diameter. Streamlines will converge just downstream of the diameter change, and a region of separated flow occurs from the sharp corner of the diameter change and extends past the vena contracta.

Just beyond the Swartswood Lake Dam, the river is forced to narrow by a concrete bridge support. Flow separation is clearly evident at the sharp bend, just above the vena contracta

The reason for this phenomenon is that fluid streamlines cannot abruptly change direction. In the case of both the free jet and the sudden pipe diameter change, the streamlines are unable to closely follow the sharp angle in the pipe/tank wall. The converging streamlines follow a smooth path, which results in the narrowing of the jet (or primary pipe flow) observed.

Measurement of the vena contracta is useful in echocardiography, where it describes the smallest area of the blood flow jet as it exits a heart valve. This corresponds to the Effective Orifice Area calculated for heart valves using the continuity equation.

Coefficient of contraction[edit]

It is the ratio between the area of the jet at the vena contracta to the area of the orifice.

Cc = Area at vena contracta/ Area of orifice

The typical value may be taken as 0.64 for a sharp orifice (concentric with the flow channel). The smaller the value, the more effect the vena contracta has.

References[edit]

See also[edit]