Monitoring near-riverbed sediment behavior of debris flows using hydrophones

Authors

  • Takuro Suzuki Erosion and Sediment Control Division, Research Center for Disaster Risk Management, National Institute for Land and Infrastructure Management, Japan
  • Yuji Hasegawa Erosion and Sediment Control Division, Research Center for Disaster Risk Management, National Institute for Land and Infrastructure Management, Japan
  • Hideaki Mizuno Civil Engineering Research Laboratory, Japan
  • Nobutomo Osanai Erosion and Sediment Control Division, Research Center for Disaster Risk Management, National Institute for Land and Infrastructure Management, Japan

DOI:

https://doi.org/10.4408/IJEGE.2011-03.B-067

Keywords:

debris flow monitoring, hydrophone, sound pressure

Abstract

Hydrophones are steel pipes containing a microphone, and they can be used to measure bedload transport intensity. Bedload discharge and average grain diameter can be calculated analytically using sound pressure data. In this study, hydrophones were used to identify debris flows. The proportional relationship between the output voltage corresponding to a grain collision and its momentum was used to analyze electric pressure distribution, which was then used to calculate the mean diameter of colliding grains. Flume experiments were conducted to verify the effectiveness of this method in recognizing the time change of the near-river- bed sediment discharge from debris flows and low concentrated flows, including their transition ranges. Total sediment discharge can also be calculated if the collision rate upon the hydrophones is evaluated by setting the interface. In addition, the time change of the average grain diameter can be calculated. Large grains were detected in the debris flow surge, and the analytic values were in rough agreement with the experimental values.

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Published

2011-11-30

How to Cite

Suzuki, T., Hasegawa, Y., Mizuno, H., & Osanai, N. (2011). Monitoring near-riverbed sediment behavior of debris flows using hydrophones. Italian Journal of Engineering Geology and Environment, 615–622. https://doi.org/10.4408/IJEGE.2011-03.B-067