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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
Please use this identifier to cite or link to this item: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/72074
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???org.dspace.app.webui.jsptag.ItemTag.dcfield???ValueLanguage
dc.contributor.advisor劉格非
dc.contributor.authorYi-Ru Hsiehen
dc.contributor.author謝易儒zh_TW
dc.date.accessioned2021-06-17T06:22:01Z-
dc.date.available2018-08-21
dc.date.copyright2018-08-21
dc.date.issued2018
dc.date.submitted2018-08-18
dc.identifier.citation[1] Richards, K. S., & Milne, L. M. (1979). “Problems in the calibration of an acoustic device for the observation of bedload transport”
[2] Bogen, J., & Møen, K. (2003). “Bed load measurements with a new passive ultrasonic sensor”
[3] Rickenmann, D., & McArdell, B. W. (2007). “Continuous measurement of sediment transport in the Erlenbach stream using piezoelectric bedload impact sensors”
[4] Wyss, C. R., Rickenmann, D., Fritschi, B., Turowski, J. M., Weitbrecht, V., & Boes, R. M. (2016). “Laboratory flume experiments with the Swiss plate geophone bed load monitoring system: 1. Impulse counts and particle size identification”
[5] Taniguchi, S., Itakura, Y., Miyamoto, K., & Kurihara, J. (1992). “A new acoustic sensor for sediment discharge measurement”
[6] Mizuyama, T., Fujita, M., & Nonaka, M. (2003). “Measurement of bed load with the use of hydrophones in mountain torrents”
[7] Mizuyama, T., Oda, K., Laronne, J. B., Nonaka, M., & Matsuoka, M. (2010). “Laboratory Tests of a Japanese Pipe Geophone for Continuous Acoustic Monitoring of Coarse Bedload”
[8] Thorne, P.D. (1986). “Laboratory and marine measurements on the acoustic detection of sediment transport”
[9] Krein, A., Klinck, H., Eiden, M., Symader, W., Bierl, R., Hoffmann, L., & Pfister, L. (2008). “Investigating the transport dynamics and the properties of bedload material with a hydroacoustic measuring system”
[10] 李欣輯(2000),「地聲探測器應用於土石流預警」,國立台灣大學土木學系研究所碩士論文。
[11] 黃清哲(2007),「不同型態土石流地聲特性之實驗研究」,中華水土保持學報。
[12] 周憲德(2015),「火炎山土石流之流動型態與地聲特性分析」,中華水土保持學報。
[13] 周憲德(2005),「土石流運動時之次聲特性監測及分析」,中華水土保持學報。
[14] 張婉真(2005),「地聲檢知器複式探測之研究」,國立台灣大學土木學系研究所碩士論文。
[15] 魏士超(2018),「愛玉子溪土石流之地動訊號特性與警戒方法之探討」,中華水土保持學報。
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/72074-
dc.description.abstract本研究以地聲檢知器(Geophone)於室內實驗環境下測量不同粒徑乾砂受撞擊時產生之振動訊號,利用快速傅立葉轉換(FFT)對振動訊號進行頻譜分析,並以頻譜能量平均值為門檻值,將高過門檻值的頻段視為特徵頻率,找出了乾砂受到外力撞擊時沿撞擊方向會產生一寬頻訊號,垂直撞擊方向則會有一低頻訊號,該低頻訊號能量大小會隨不同敲擊點位而有明顯變化。
除了地聲檢知器以外,本實驗亦使用次聲麥克風來量測土砂撞擊下空氣中的聲波訊號,並拿來與地聲訊號進行比較,發現僅在80~120Hz之間兩種系統量測到的訊號能量分布較為相近,若將次聲麥克風埋設於土砂中時,則收到的聲壓訊號與第聲訊號頻譜較為接近。
zh_TW
dc.description.abstractIn this study, we use geophones to investigate the vibration signals generated by the collision of different sizes of dry gravel in the laboratory. Afterwards, we use the fast Fourier transform (FFT) to analyze the vibration signals. Then we take the average value of the spectrum energy as the threshold, and regard the frequency band higher than the threshold as the characteristic frequency. We found that it will generate a wide-band frequency signal along the direction of the collision, and generate a low-frequency signal in the vertical direction of the collision. The energy of the low-frequency signal will change significantly with different collision points.
Besides the geophones, we also use infrasound microphone to investigate the sound wave signal propagating in the air. Then we compare the spectrum of the microphone with the spectrum of the geophone, and find that the spectrum of two different system is similar only between 80~120Hz. If we install the infrasound microphone underground, the spectrum of the microphone will be much similar to the spectrum of the geophone.
en
dc.description.provenanceMade available in DSpace on 2021-06-17T06:22:01Z (GMT). No. of bitstreams: 1
ntu-107-R05521323-1.pdf: 11064041 bytes, checksum: 601db5506fbf2375510a375622b17b07 (MD5)
Previous issue date: 2018
en
dc.description.tableofcontents致謝 I
摘要 II
Abstract III
目錄 IV
圖目錄 VI
表目錄 IX
一、緒論 1
1.1前言 1
1.2前人研究 1
1.2.1地聲量測系統 1
1.2.2土石運動之地聲頻率特性 2
1.3論文架構 3
二、研究方法 4
2.1實驗設計 4
2.2實驗器材 6
2.3實驗配置 11
2.4實驗流程 11
2.4.1前置作業─器材架設流程 11
2.4.2前置作業─實驗可重複性之檢驗 13
2.4.3第一部分實驗—利用橡膠槌進行不同點位撞擊實驗 15
2.4.4第二部分實驗—利用不同撞擊物對不同粒徑岩石進行撞擊實驗 16
三、分析方法 17
3.1數據分析方法 17
3.1.1地聲訊號分析 17
3.1.2次聲麥克風訊號分析 19
3.2室內實驗數據處理 21
3.2.1地聲訊號處理 21
3.2.2次聲麥克風訊號處理 22
四、分析結果 24
4.1比較STFT、Gabor transform、HHT對本實驗訊號進行頻譜分析之差異 24
4.2室內實驗分析結果 28
4.2.1第一部分實驗—不同點位撞擊試驗 28
4.2.2第二部分實驗—不同粒徑撞擊實驗 41
4.2.3第二部分實驗整理與比較 60
五、結論與建議 68
5.1結論 68
5.2建議 68
參考文獻 70
附錄 72
A.實驗土砂密度計算 72
B.第一部分實驗記錄 73
C.第二部分實驗記錄 76
dc.language.isozh-TW
dc.subject粒徑zh_TW
dc.subject地聲探測器zh_TW
dc.subject次聲麥克風zh_TW
dc.subject頻譜分析zh_TW
dc.subject快速傅立葉轉換zh_TW
dc.subjectspectrum analysisen
dc.subjectgeophoneen
dc.subjectinfrasound microphoneen
dc.subjectfast Fourier transformen
dc.subjectgrain sizeen
dc.title探討地聲訊號與粒徑之關係zh_TW
dc.titleExploring the Relationship between Geosonic Signals and Grain Sizeen
dc.typeThesis
dc.date.schoolyear106-2
dc.description.degree碩士
dc.contributor.oralexamcommittee周憲德,詹錢登
dc.subject.keyword粒徑,地聲探測器,次聲麥克風,頻譜分析,快速傅立葉轉換,zh_TW
dc.subject.keywordgrain size,geophone,infrasound microphone,spectrum analysis,fast Fourier transform,en
dc.relation.page87
dc.identifier.doi10.6342/NTU201803919
dc.rights.note有償授權
dc.date.accepted2018-08-18
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
Appears in Collections:土木工程學系

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