Abstract

The violent fluctuation of hydrodynamic pressure in stilling basins is an important factor threatening the safety of the bottom plates of stilling basins, and plays an important role in the safe operation of stilling basins. In order to deeply understand the fluctuating characteristics of stilling basins, the fluctuating pressure signal of a stilling basin bottom plate is processed by the Hilbert-Huang transform method through a hydraulic model test. In this paper, three signal decomposition methods are used to decompose the pulsating pressure signal. A Hilbert transform is used to select the component with the best decomposition effect. The time-frequency-amplitude diagram of the pulsating pressure signal is obtained by Hilbert transform, and its time-frequency characteristics are discussed in depth. The analysis results are as follows: (a) the decomposition results from the CEEMD method are orthogonal and complete. The HHT method is suitable for processing fluctuating pressure signals. (b) With an increase in IMF decomposition order, the signal frequency band becomes narrow, the Hilbert spectrum amplitude decreases and the pulsating pressure energy decreases. The decomposition of the fluctuating pressure signal into components of different scales shows that the turbulence is composed of multiple scales of vortices, reflecting the vortex structure in the turbulence. (c) The jet impingement zone of the drop bucket stilling basin is near x/L = 0.075. The dominant frequency and marginal spectrum energy of the jet impingement zone are very prominent, and the marginal spectrum energy is mostly concentrated within 5.0 Hz. (d) At different drop height and different flow energy ratio, the fluctuation in the dominant frequency of fluctuating pressure decreases, the dominant frequency of the head of the stilling basin is larger, the dominant frequency of the middle and rear parts tends to be stable, and the dominant frequency is finally stabilized at about 1.0 Hz. This paper attempts to use the HHT method to process the fluctuating pressure signal, and the results provide a new discussion method for exploring the fluctuating pressure characteristics of hydraulic structures.

Highlights

  • Stilling basins with a negative step are a representative new type of energy dissipation building [1]

  • The fluctuating pressure signals at eight characteristic points on the bottom plate of the stilling basin with a negative step were measured under four flow energy ratios, with a fluctuating pressure sensor sampling time of 4 min

  • Due to the existence of various noise, the fluctuating pressure signal of the bottom plate of the stilling basin is often distorted, so it is necessary to use the signal processing method to restore the real signal of the fluctuating pressure

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Summary

Introduction

Stilling basins with a negative step are a representative new type of energy dissipation building [1]. The bottom plates of stilling basins in many high dam projects have been seriously damaged. This has been attributed to the fluctuation of hydrodynamic pressure on the bottom plates of stilling basins. The fluctuation of hydrodynamic pressure acting on the bottom plate of a stilling basin may cause the vibration of hydraulic structures and increase the possibility of cavitation erosion [3]. No matter what type of stilling basin, once resonance occurs, it will seriously threaten the safety of hydraulic structures [4]

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