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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/36976
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor黃良雄(Liang-Hsiung Huang)
dc.contributor.authorChin Chienen
dc.contributor.author錢 瑨zh_TW
dc.date.accessioned2021-06-13T15:17:26Z-
dc.date.available2009-08-05
dc.date.copyright2008-08-05
dc.date.issued2008
dc.date.submitted2008-07-23
dc.identifier.citation[1] Balloffet, A., Scheffler, M. L.,” Numerical analysis of the teton dam failure flood”, Journal of Hydraulic Research, Vol.20,317-428,1982.
[2] Bras, R.L., Rodriguez-Iturbe, I., ” Random Functions and Hydrology”,1985.
[3] Brufau, P.,Garcia-Navarro P.,” Unsteady free surface flow Simulation over complex topography with a multidimensional upwind technique”, Journal of Computation Physics, Vol.186,503-526,2003.
[4] Chu,W.S., Liou, J.Y., Flenniken, K.D.” Numerical modeling of tide and current in central Puget Sound: comparison of a three-dimensional and a depth- average model” Water Resource Research, Vol.25, No.4, 721-734,1989.
[5] Cunge, J. A.,” Two-dimensional modeling of flood plain” Chap. 17 of Unsteady Flow in Open Channel, K. Mahmood and V. Yevjevich, eds., Water Resources Limited, Lodon,1980.
[6] Duffy, D. G.” The application of Hilbert-Huang Transform to meteorological datasets ” J. Atmos. Oceanic Technol, Vol.21,599-611, 2003.
[7] Huang, N.E., Nii O. Attoh-Okine,” The Hilbert-Huang Transform in engineering”,2005.
[8] Huang, N.E. Samuel S.P. Shen,” Hilbert-Huang Transform and it’s applications.”, 2005.
[9] Huang, N.E., Zheng, S.,Long, S.R.,Wu, M.C., Shih,H.H., Zheng, Q.,Yen, N.C., Tung, C.C., Liu, M.H., “The Empirical Mode Decomposition and Hilbert Spectral for Non-linear and Non-Stationary Time Series Analysis.” Proc. Roy. Soc. London, A454, 903-995.1998.
[10] Lardner, W., Cekirage, H. M.,”A new algorithm for three-dimensional tidal and storm surge computation.”, Appl. Math. Modeling, Vol.12, 471-481,1988.
[11] Leendertse, J.J and Liu, S.k.,” A three-dimensional model for estuaries and coastal seas, Vol.Ⅱ,aspects of computation”,R-1764-OWRT, Rand Corporation, Santa Monica, CA,1-29,1975.
[12] Liu, S.K., Leendertse, J.J.,” Multidimensional numerical modeling of estuaries and coastal seas”, Adv. Hydrosciences Ⅱ, 95-164.1978.
[13] Loh, C.H., Wu, T.C. and Huang, N.E. “Application of the Empirical Mode Decomposition-Huang Spectrum Method to Identify Near-Fault Ground-Motion Characteristic and Structural Response. ”, Bulletin of the seismological Society of America, Vol.91, No.5,1339-1357,2001.
[14] Tchamen, G .W., Kahawita, R. A., “Modeling wetting and drying effects over complex topography.”, Hydrol Process, Vol.12,1151-1182,1998.
[15] Zhang, R., VanDemark, L., Liang, J., Hu,Y.,” On Estimating Site Damping with Soil Non-linear from Earthquake Recordings”, International Journal of Non-Linear Mechanics, Vol.39,No.9,1501-1517,2004.
[16] 吳仁友,”擬三維海岸水動力計算模式之發展”,國立台灣大學土木系研究所碩士論文,1997.
[17] 葉克家,”堤防決口之洪周模式研究”,國立台灣大學土木系研究所碩士論文,1983.
[18] 畢德成,”希伯特頻譜於地震資料之應用”,國立中央大學土木系研究所碩士論文”,2000.
[19] 曹之獻,”擬似三維感潮河口水流及質量傳輸計算”,國立台灣大學土木系研究所碩士論文,2005.
[20] 黃詩芳,”脈動訊號與心臟機能相關性之研究”,國立台灣大學土木系研究所碩士論文,2003.
[21] 游保杉、顏沛華、蔡長泰,”地理資訊系統在城鎮淹水模擬之應用”,台灣水利第43卷,第1期,第41-55頁,1995.
[22] 蔡長泰、顏沛華、林天原、吳現慶,”濁水溪沿岸潰堤淹水模式之研究(Ⅱ)”,行政院國科會防災科系研究報告78-26號,1989.
[23] 顏清連、許銘熙、陳昶憲、賴進松,”淡水河系洪水演算模式(四)堤防潰堤絕洪流模式之建立”,行政院國科會防災科系研究報告75-16,1986.
[24] 內政部國土測繪中心 http://www.nlsc.gov.tw/lsb/web/index/index.php
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/36976-
dc.description.abstract由於以往所使用的水利計算程式無法處理複雜的地形與建物,究其原因為其數值計算無法容忍劇烈的地形變化而造成發散。因此以往進行模擬時,選擇忽略複雜地形與建物,僅輸入大尺度、地形變化緩和的地形圖處理之,但這不免有失真之虞。近年之測量技術已有大幅進展,能利用航測影像或是衛星遙測對包含建物的都市地形或有村落群聚的鄉村地形作精確的量測,故水利技術也需因應測量技術的進展而與日俱進。
考慮到希伯特-黃轉換可對高低變化劇烈的曲線,按照其平滑度而層層剝離之,進而得到數個內含物理意義的內建模態函數,故可將原始複雜地形按粗糙度逐步提高,以取得計算容忍度和地形複雜程度的平衡點。然而受到台灣的地理環境與氣候條件的影響,當土地利用不當及排水系統不良時,很容易發生淹水災害,因此本研究選擇淹水模擬作為觀察是否能取得淹水模式與地形複雜程度之平衡點的目 標。
本研究利用希伯特-黃處理之二維鄉村和都市地形輸入水平二維水動力計算模式,以取得模式計算容忍度和地形複雜程度的平衡點,進行淹水境況模擬。計算結果顯示大水瞬間從模擬區的上游,依崎嶇地形向下游各處蔓延,能將位於低窪地區的凸起物或地形慢慢淹沒,而當大水退去時,又逐漸顯露出來。計算區域內的水深及流速分佈結果,與目前淹水模式輸入的簡化地形之模擬結果相較之下,確實較為貼近實際的淹水過程。
本研究是提出解決複雜地形與水利計算模式容忍度所產生的問題之改革性作法,應可提供往後進行水理分析計算改進的參考。
zh_TW
dc.description.abstractSince shallow water computation can not tolerate rapid terrain variation without divergence, the conventional hydrodynamic simulation can not handle problems with complicate terrain and buildings. Therefore, only large scaled, mild variation terrain is considered in conventional hydrodynamic simulation. However, due to the fact that survey technology has improved a lot recently, both urban and suburban terrains can be measured accurately either by aircraft or satellite, hydrodynamic simulation should improve accordingly.
Because Hilbert-Huang Transform(HHT)can follow the smoothness of a rapidly varied curve to obtain intrinsic model functions layer by layer, we therefore can use HHT to handle complicated terrain data according to its roughness and hopefully to achieve the balance point of computation model tolerance and terrain complication degree. Under the constraint of Taiwan’s terrain and climate, inappropriate land usage and drainage system are easy to result in flood. Hence this research aims on the balance point of computation model tolerance and terrain complicated degree by observing the result of flood inundation simulation.
The present study just applies the aforementioned HHT to handle urban and suburban terrain data and uses HHM to carry out the flood inundation simulation in order to achieve the balance point of computation model tolerance and terrain complicated degree. Comparing the simulation result of the present study to that of the conventional flood inundation simulation without complicated terrain the present study is indeed realistic.
The present study provides a revolutionary measure to solve the problem induced by urban and suburban terrain complication degree and computation model tolerance of hydrodynamic simulation. It can serve as reference for future improvement of hydrodynamic simulation.
en
dc.description.provenanceMade available in DSpace on 2021-06-13T15:17:26Z (GMT). No. of bitstreams: 1
ntu-97-R95521316-1.pdf: 3043698 bytes, checksum: 08d3ebd1e368c52bb17f90ef605912e2 (MD5)
Previous issue date: 2008
en
dc.description.tableofcontents目 錄
頁次
致謝..................................................................................................................Ⅱ
中文摘要..........................................................................................................Ⅲ
Abstract...........................................................................................................Ⅴ
目錄..................................................................................................................Ⅶ
圖表目錄..........................................................................................................Ⅸ
第一章 緒論......................................................................................................1
1.1 研究動機..............................................................................................1
1.2 文獻回顧..............................................................................................2
1.3 研究目標與方法..................................................................................7
1.4 研究問題..............................................................................................7
1.5 章節介紹…................................................................................…......8
第二章 希伯特-黃轉換(Hilbert-Huang Transform)分析方法建立.............9
2.1 HHT理論介紹....................................................................................10
2.2 內建模態函數(Intrinsic Mode Function)...........................................11
2.3 經驗模態分解法(Empirical Mode Decomposition)...........................12
2.4 HHT案例測試....................................................................................16
2.4.1 一般訊號............................................................................. 17
2.4.2 方形訊號............................................................................. 22
第三章 水平二維水理模式(HHM)建立........................................................ 27
3.1 理論分析…..................................................................................... 27
3.1.1 水平二維平均深度方程式................................................. 28
3.1.2 邊界條件............................................................................. 31
3.1.3 初始條件............................................................................. 31
3.2 數值計算方法..................................................................................... 32
3.2.1 網格運算............................................................................. 32
3.2.2 離散化方程式..................................................................... 33
3.2.3 穩定條件............................................................................. 35
3.2.4 乾溼點功能......................................................................... 37
3.3 邊界條件的討論................................................................................. 37
第四章 淹水模擬............................................................................................. 39
4.1 二維地形分層之建立...................................................................... 39
4.2 模式流程.......................................................................................... 40
4.3 實例模擬.......................................................................................... 42
4.3.1 鄉間淹水............................................................................. 42
4.3.2 都市淹水............................................................................. 67
第五章 結論與建議......................................................................................... 92
5.1 結論.................................................................................................. 92
5.2 建議.................................................................................................. 93
參考文獻........................................................................................................... 95
附錄A HHT邊界點和包絡線探討.............................................................. 98
附錄B 方形訊號使用HHT之結果展現................................................... 106
附錄C 水平二維模式深度平均方程式推導............................................. 114
附錄D 水平二維模式顯示蛙躍式有限差分............................................. 119
dc.language.isozh-TW
dc.subject水平二維水動力計算模式zh_TW
dc.subject希伯特-黃轉換zh_TW
dc.subject都市地形zh_TW
dc.subject鄉村地形zh_TW
dc.subject淹水模擬zh_TW
dc.subjectHilbert-Huang Transformen
dc.subjecturban terrainen
dc.subjecthorizontal two dimensional hydrodynamic modelen
dc.subjectsuburban terrainen
dc.subjectflood inundation modelen
dc.title利用希伯特-黃轉換於淹水模擬之地形數據處理zh_TW
dc.titleApplying Hilbert-Huang Transform to handle terrain data for simulation of flood inundationen
dc.typeThesis
dc.date.schoolyear96-2
dc.description.degree碩士
dc.contributor.oralexamcommittee李鴻源(Hong-Yuan Li),謝平城(Ping-Cheng Hsieh),楊錦釧(Chin-Chuan Yang)
dc.subject.keyword希伯特-黃轉換,水平二維水動力計算模式,都市地形,鄉村地形,淹水模擬,zh_TW
dc.subject.keywordHilbert-Huang Transform,horizontal two dimensional hydrodynamic model,urban terrain,suburban terrain,flood inundation model,en
dc.relation.page127
dc.rights.note有償授權
dc.date.accepted2008-07-25
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
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