This work is devoted to a computational investigation of the position and volume of the cavitation cloud
in a cavitation tunnel. The position of the cavitation cloud and its volume in the cavitation tunnel, determined
by numerical analysis with respect to the inlet velocity, allows for the determination of the lower or higher
intensity of cavitation erosion within the tunnel of the sample material. A numerical analysis is carried out
on a model of a typical cavitation tunnel used to investigate the resistance of structural materials to cavitation
erosion. The tunnel under study consists of barricade (upper) and counter-barricade (lower) systems. The numerical analysis is carried out with the following five different values of the velocity in the tunnel inlet: 6 m/s,
9 m/s, 12 m/s, 15 m/s, and 18 m/s in the commercial CFD software – Ansys Fluent 2019 R3. The Schnerr and
Sauer cavitation model and shear stress transport (SST) viscous model k-omega are used. The paper analyzes
the distribution of velocity, pressure, and volume of the cavitation cloud. On the basis of the performed numerical analyses, the optimal velocity at the inlet to the tunnel of 15 m/s is determined, for which the volume
of the cavitation cloud is the largest and the phenomenon of cavitation is the most intense. The determination
of the position and maximum volume of the cavitation cloud relative to the inlet velocity to the tunnel will,
in future, allow us to shorten the resistance tests for cavitation erosion of different materials under real fluid
flow conditions.