Hydraulic Structures: Fourth Edition

(Amelia) #1
The capacity of the tunnel(s) is usually kept at about 20% of the
canal discharge, and they are designed to maintain a minimum velocity of
2–3 m s^1 (to avoid deposition in tunnels).

(b) Silt ejector or extractor
The silt ejector is a device constructed on the canal downstream of the
head regulator but upstream of the settling basin (if any), by which the silt,
after it has entered the canal, is extracted.


  1. Vane type ejector.The layout of a vane type ejector is shown in Fig.
    9.22. A diaphragm at the canal bed separates the top layers from the


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Fig. 9.22 Silt ejector (vane type)
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