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Vol.53,
No.3,
PP.139-219
Content: PDF( 0.82MB ) Editorial Scope and Editorial Board: PDF( 0MB )
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1 | | Application of Raspberry Shake 3D Geophone for Monitoring Slope Disasters 53(3):139-145Hsin-Yu Chen[1]* Ching-Jer Huang[1] Shu-Chin Chen[2] Wei-An Chao[3]
Che-Ming Yang[4]* Corresponding Author. E-mail : dacjvi3@hotmail.com Show preview | PDF( 3.04MB ) | Application of Raspberry Shake 3D Geophone for Monitoring Slope Disasters | Close | Hsin-Yu Chen[1]* Ching-Jer Huang[1] Shu-Chin Chen[2] Wei-An Chao[3]
Che-Ming Yang[4] | AbstractWe applied a new geophone, the Raspberry Shake 3D (RS3D), with a measuring frequency of 0.5–40Hz to detect the ground vibrations produced by an artificial debris flow. Recorded signals were compared with those obtained using a conventional geophone with a measuring frequency of 5–175 Hz. The study site was located at the Landao Creek experimental station in Huisun Forest in Nantou, Taiwan. Water from the Nenggao Canal was guided into Landao Creek to induce a dam breach and generate the artificial debris flow. The test results reveal that the RS3D can detect ground vibration signals with frequencies lower than 5 Hz, which is beyond the capability of the conventional geophone tested. Furthermore, during the field test, the RS3D detected ground tremors from occasional local earthquake.This further demonstrates the capability of the RS3D for monitoring ground vibrations in its surrounding region. Because
the decay of low-frequency ground vibrations is slower than that of high-frequency ground vibrations, the RS3D can detect slope failures, such as landslides, debris flows, and rockfalls, that generate ground vibrations earlier than the
conventional geophone can. This increases the duration of evacuation and response time for disaster mitigation.
Key Words: Ground Vibration Signals, Debris Flow, Geophone, Raspberry Shake 3D, Local Earthquake | 〔1〕Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan, R.O.C.
〔2〕Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan, R.O.C.
〔3〕Department of Civil Engineering, National Yang Ming Chiao Tung University, Hsinchu, Taiwan, R.O.C.
〔4〕Department of Civil and Disaster Prevention Engineering, National United University, Miaoli, Taiwan, R.O.C. * Corresponding Author. E-mail : dacjvi3@hotmail.com | Received: 2021/04/22 Revised: 2021/06/10 Accepted: 2021/08/04
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