Abstract

This article is devoted to one relatively small issue of the dynamics of hydraulic structures, the determination of horizontal hydrodynamic loads on energy absorbers of a high-pressure catchment area in a cavitating flow in the presence of erosion-free absorbers. In connection with the intensive construction of high and medium-pressure hydroelectric systems, spillways that operate at high flow rates, a very urgent task is to develop reliable and economical downstream devices that provide intensive damping of flow energy in a stilling well with favorable uninterrupted flow regimes and the absence of cavitation erosion of streamlined elements. Traditional methods of extinguishing energy using stilling wells and walls do not always solve the problem. In several cases, additional elements such as energy absorbers are installed, which effectively deal with malfunctioning currents. However, most of the used types of absorbers have a serious drawback - they are destroyed during cavitation studies by prof. N.P. Rozanov and his students made it possible, based on experiments, to develop several types of erosion-free or close to erosion-free dampers and obtain a dependence to determine the hydrodynamic loads acting on them at various stages of cavitation. This made it possible to use energy absorbers at high flow rates, which was done at the spillways of the Shamkhor and Artyomovsk hydroelectric power plants.

Highlights

  • 1.1 Force effects of the flow on the elements of hydraulic structures in the presence of cavitationThe question of the influence of cavitation on the pulsation characteristics of the flow, as far as we know, has practically not been studied

  • In addition to vertical hydrodynamic loads, those slabs of the water face are subject to horizontal loads due to both static and dynamic components of the flow

  • Research on identifying the contribution of the dynamic component to the total horizontal load in cavitation and cavitation-free modes is of certain interest

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Summary

Introduction

1.1 Force effects of the flow on the elements of hydraulic structures in the presence of cavitationThe question of the influence of cavitation on the pulsation characteristics of the flow, as far as we know, has practically not been studied. The values of the pressure pulsation standards at the gate in the presence of developed cavitation are twice the values of the standards in the absence of cavitation. The works of V.M. Lyatkher and L.V. Smirnov [1,2,3,4,5] obtained data on the characteristics of pressure pulsation in the flow separation zone at different absolute pressures. Naudalper [6,7,8,9,10,11,12,13], carrying out systematic studies, obtained the intensity of pressure pulsation on the protruding walls, depending on the number of cavitation to obtain information about the vibrations of structures caused by the flow.

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