Abstract

Controlled experiments were performed to investigate the acoustic signal response of the Swiss plate geophone (SPG) system impacted by bedload particles varying in size, impact angle and transport mode. The impacts of bedload particles moving by saltation, rolling, and sliding were determined by analyzing the experimental videos and corresponding vibration signals. For a particle impact on the bed or on the geophone plates, the signature of the generated signal in terms of maximum amplitude, number of impulses and centroid frequency was extracted from the raw monitoring data. So-called signal packets were determined by performing a Hilbert transform of the raw signal. The number of packets was calculated for each transport mode and for each particle size class, with sizes ranging from 28.1 mm to 171.5 mm. The results show how the number of signal impulses per particle mass, the amplitude of the signal envelope, and the centroid frequency change with increasing particle size, and they also demonstrate the effect of bedload transport mode on the signal response of the SPG system. We found that there is a general increase in the strength of the signal response or in the centroid frequency when the transport mode changes from sliding to rolling to saltation. The findings of this study help to better understand the signal response of the SPG system for different bedload transport modes, and may also contribute to an improvement of the procedure to determine bedload particle size from the SPG signal.

Highlights

  • The results show how the number of signal impulses per particle mass, the amplitude of the signal envelope, and the centroid frequency change with increasing particle size, and they demonstrate the effect of bedload transport mode on the signal response of the Swiss plate geophone 10 (SPG) system

  • The entire experimental system can be divided into serval parts including the flume channel made of concrete, the measuring reach equipped with different types of sensors (Fig. 1a), namely the Swiss plate geophone (SPG) system, the miniplates accelerometer (MPA) and the Japanese pipe microphone (JPM), and the basin for collecting and recycling bedload particles

  • To assess signal signatures of the SPG system impacted by bedload particles varying in transport mode, a total of 2414 bedload impacts were analyzed for particles ranging in size (b-axis) from 28.1 mm to 171.5 mm under a constant flow condition

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Summary

Introduction

35 The advantage of the indirect bedload measuring method is to provide long-term continuous data on bedload transport (Rickenmann, 2017). The direct bedload measuring method is suited for gravel-bed streams under the condition of low- or medium-discharge levels and typically relatively short sampling duration (Gray et al, 2010), and taking bedload samples can be challenging in case of large flow discharges and steep streams (Rickenmann and Fritschi, 2017; Nicollier et al, 2019). The indirect measurements must be calibrated using the direct methods (Wyss et al 2016a, 40 2016b)

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