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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/123456789/73329
完整後設資料紀錄
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dc.contributor.advisor蔡宛珊
dc.contributor.authorChia-Hsin Liuen
dc.contributor.author劉家昕zh_TW
dc.date.accessioned2021-06-17T07:28:46Z-
dc.date.available2019-07-03
dc.date.copyright2019-07-03
dc.date.issued2019
dc.date.submitted2019-06-19
dc.identifier.citation[1] Absi, R., Marchandon, S., & Lavarde, M. (2011). Turbulent diffusion of suspended particles: analysis of the turbulent Schmidt number. In Defect and diffusion forum (Vol. 312, pp. 794-799). Trans Tech Publications.
[2] Batchelder, H. P. (2006). Forward-in-time-/backward-in-time-trajectory (FITT/BITT) modeling of particles and organisms in the coastal ocean. Journal of Atmospheric and Oceanic Technology, 23(5), 727-741.
[3] Brown, R. (1828). XXVII. A brief account of microscopical observations made in the months of June, July and August 1827, on the particles contained in the pollen of plants; and on the general existence of active molecules in organic and inorganic bodies. Philosophical Magazine Series 2, 4(21), 161-173.
[4] Christina, W., Chuanjian, M. A. N., & Jungsun, O. H. Stochastic particle based models for suspended particle movement in surface flows.
[5] Donsker, M. D. (1951). An invariance principle for certain probability limit theorems. AMS.
[6] Hung, Y. J., (2015). Application of Queueing Theory and Stochastic Particle Tracking Model to Simulating Stochastic Sediment Transport: Concentrations and Transport Rates. M. S. thesis, Graduate Institute of Civil Engineering, National Taiwan University.
[7] Isobe, A., Kako, S. I., Chang, P. H., & Matsuno, T. (2009). Two-way particle-tracking model for specifying sources of drifting objects: application to the East China Sea Shelf. Journal of Atmospheric and oceanic technology, 26(8), 1672-1682.
[8] Kaftori, D., Hetsroni, G., & Banerjee, S. (1995). Particle behavior in the turbulent boundary layer. I. Motion, deposition, and entrainment. Physics of Fluids, 7(5), 1095-1106.
[9] Lin, J. C., Gerbig, C., Wofsy, S. C., Andrews, A. E., Daube, B. C., Davis, K. J., & Grainger, C. A. (2003). A near‐field tool for simulating the upstream influence of atmospheric observations: The Stochastic Time‐Inverted Lagrangian Transport (STILT) model. Journal of Geophysical Research: Atmospheres, 108(D16).
[10] Man, C., & Tsai, C. W. (2007). Stochastic partial differential equation-based model for suspended sediment transport in surface water flows. Journal of engineering mechanics, 133(4), 422-430.
[11] Oh, J., & Tsai, C. W. (2010). A stochastic jump diffusion particle‐tracking model (SJD‐PTM) for sediment transport in open channel flows. Water Resources Research, 46(10).
[12] Oh, J., Choi, J. I., Choi, S. U., & Tsai, C. W. (2016). Physically Based Probabilistic Analysis of Sediment Deposition in Open Channel Flow. Journal of Hydraulic Engineering, 04016106.
[13] Oh, J., Tsai, C., and Choi, S. (2015). Quantifying the Uncertainty Associated with Estimating Sediment Concentrations in Open Channel Flows Using the Stochastic Particle Tracking Method. J. Hydraul. Eng., 10.1061/(ASCE)HY.1943-7900.0001045, 04015031.
[14] Pearson, K. (1905). The problem of the random walk. Nature, 72(1865), 294.
[15] Seibert, P., and A. Frank. Source-receptor matrix calculation with a Lagrangian particle dispersion model in backward mode. Atmospheric Chemistry and Physics 4.1 (2004): 51-63.
[16] Spivakovskaya, D., Heemink, A. W., & Schoenmakers, J. G. M. (2007). Two-particle models for the estimation of the mean and standard deviation of concentrations in coastal waters. Stochastic Environmental Research and Risk Assessment, 21(3), 235.
[17] Spivakovskaya, D., Heemink, A. W., Milstein, G. N., & Schoenmakers, J. G. M. (2005). Simulation of the transport of particles in coastal waters using forward and reverse time diffusion. Advances in water resources, 28(9), 927-938.
[18] Tsai, C. W., Lin, E. Y., & Hung, S. Y. (2016). Incorporating a trend analysis of large flow perturbations into stochastic modeling of particle transport in open channel flow. Journal of Hydrology, 541, 689-702.
[19] Uliasz, M., and R. A. Pielke. Receptor-oriented Lagrangian-Eulerian model of mesoscale air pollution dispersion. Computer techniques in environmental studies (1990): 57-68.
[20] Wiener, N. (1923). Differential‐Space. Studies in Applied Mathematics, 2(1-4), 131-174.
[21] Wu, F. C., & Lin, Y. C. (2002). Pickup probability of sediment under log-normal velocity distribution. Journal of Hydraulic Engineering, 128(4), 438-442.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73329-
dc.description.abstract泥砂傳輸在自然界屬於正常現象,然而,當過量泥砂傳輸至水庫時,將可能導致大量泥砂沉積並影響水庫蓄水功能。目前工程實務界尚未發展出有效、可行、成熟的方式以解決泥砂沉積問題(sedimentation problem),逆向追蹤顆粒軌跡模型(Backward Particle Tracking Model)可辨認沉積泥砂顆粒來源,然而,由於缺乏逆向顆粒追蹤之理論,研究者對於純逆向追蹤顆粒的可行性與精確度仍存疑,因此,本研究致力於發展一雙向隨機顆粒軌跡模型(Backward-forward Stochastic Particle Tracking Model)並應用於辨認泥砂沈積物潛勢來源區域。除此之外,本研究也改進前述模型中的水面之擴散度(diffusivity)之精確性。
受過去研究啟發(Lin et al., 2003),此研究應用Uliasz和Pielke於1990年所提出之「影響函數(influencen function)」定量描述上游區域對下游沈積區域之影響程度,並藉此將逆向與順向顆粒追蹤之結果連結。首先,此研究探討不同擴散度估計公式、不同數值方法在純順向及純逆向隨機顆粒軌跡追蹤過程之表現,接著,應用雙向隨機軌跡模型於辨認泥砂沈積物潛勢來源區域,結果發現顯式數值模式(explicit method)較隱式數值模式(implicit method)更能夠辨認出高影響函數之可能來源區域,且證實純逆向隨機顆粒軌跡模擬的結果不一定可信,由純逆向隨機顆粒軌跡模擬所推估之高濃度區域,並不一定是泥砂沈積物潛勢來源。
此外,本研究建議推算泥砂顆粒濃度時不能僅以一組(一萬個隨機顆粒軌跡)蒙地卡羅試驗(Monte Carlo Simulation)決定,因為只以一組蒙地卡羅試驗所推估之空間泥砂分布僅是一萬顆泥砂顆粒分布的其中一種分布狀況,而非一萬顆泥砂顆粒濃度分布的系集平均值(ensemble mean),因此,此研究藉由一百組蒙地卡羅試驗,估計由雙向隨機顆粒軌跡模型所辨認出之沉積物潛勢來源區域,釋放出之一萬顆顆粒產生的濃度分佈的系集平均值、系集標準差,由此結果可再次觀察到應用顯式數值方法於雙向隨機顆粒軌跡模型所辨認出之沉積物潛勢來源區,比應用隱式數值方法的結果較能辨識出高影響函數的區域。
zh_TW
dc.description.abstractSediment transport is no more than a usual phenomenon in nature. However, when a large volume of sediment particles enters a reservoir, severe sedimentation would occur. There is rarely an efficient, practical, mature measure to solve the aforementioned problem. Moreover, due to the lack of theoretical calculations of backward tracking, the concentration distribution determined by backward tracking may be questionable. Therefore, we aim at discovering the probable source regions of deposited sediments by a Backward-Forward Stochastic Diffusion Particle Tracking Model (Backward-Forward SD-PTM) in this research. In addition, the accuracy of the diffusivity at the water surface is also improved.
Inspired by Lin et al. (2003), the concept of the “influence function” (Uliasz and Pielke, 1990) is introduced to couple the backward and forward stochastic particle tracking models together. The influence function is a quantitative indicator of the influence of an upstream region to the downstream receptor (sedimentation region). Some pure backward simulations and pure forward simulations are computed first in order to compare the model performance with different diffusivity formulas and different numerical algorithms. Then, the forward-backward stochastic particle tracking model is applied to identifying probable sedimentation sources. It is found that the explicit method performs better in identifying probable sources with higher values of influence functions. Moreover, the pure backward simulation is unreliable. The high concentration area suggested by a pure backward simulation may not be a probable source region.
Furthermore, we suggest that the spatial concentration distribution should be estimated by conducting many numerical experiments of Monte Carlo simulations. If the simulation is only by one round of Monte Carlo simulation, the derived spatial concentration distribution represents only one scenario rather than the ensemble mean of sediment spatial concentration distributions. Thus, the probable sources selected by the stochastic particle tracking model (including the explicit method and the implicit method) are discussed with the ensemble statistics of spatial concentration distributions. Ten thousand particles are released from each probable source for forward simulation and the corresponding ensemble statistics of spatial concentration distributions are discussed. The results again illustrate that the explicit method is better in selecting probable sources with higher values of influence functions.
en
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Previous issue date: 2019
en
dc.description.tableofcontents口試委員會審定書 #
誌謝 I
中文摘要 II
ABSTRACT IV
CONTENTS VI
LIST OF FIGURES X
LIST OF TABLES XVII
CHAPTER 1 INTRODUCTION 1
1.1 PROBLEM STATEMENT 1
1.2 RESEARCH HYPOTHESIS 3
1.3 RESEARCH OBJECTIVES 3
1.4 OVERVIEW OF THESIS 3
CHAPTER 2 LITERATURE REVIEW 5
2.1 STOCHASTIC PARTICLE TRACKING MODEL 5
2.2 PICKUP PROBABILITY 7
2.3 BACKWARD-FORWARD STOCHASTIC PARTICLE TRACKING MODEL 8
2.4 EXPERIMENTAL DATA 11
2.5 SUMMARY 11
CHAPTER 3 THEORIES ABOUT THE STOCHASTIC PARTICLE TRACKING MODEL 12
3.1 RANDOM WALK MODEL 12
3.2 WIENER PROCESS 13
3.3 STOCHASTIC DIFFUSION PROCESS 14
3.4 DIFFUSIVITY 15
3.4.1 Rouse’s Diffusivity 15
3.4.2 Absi et al.’s Diffusivity 16
3.4.3 Comparison 17
3.5 SUMMARY 18
CHAPTER 4 CASE STUDIES OF BACKWARD OR FORWARD STOCHASTIC DIFFUSION PARTICLE TRACKING MODEL 19
4.1 MODEL ASSUMPTIONS AND PARAMETERS 19
4.1.1 Model Assumptions 19
4.1.2 Model Parameters 20
4.2 BACKWARD TRACKING CASE STUDIES WITH ROUSE’S DIFFUSIVITY COEFFICIENTS 21
4.2.1 Explicit Method 21
4.2.2 Implicit Method 25
4.3 BACKWARD TRACKING CASE STUDIES WITH ABSI ET AL.’S DIFFUSIVITY COEFFICIENTS 30
4.3.1 Explicit Method 31
4.3.2 Implicit Method 35
4.4 FORWARD TRACKING TESTS 39
4.4.1 Forward Tracking Tests with Rouse’s Diffusivity 40
4.4.2 Forward Tracking Tests with Absi et al’s Diffusivity 44
4.5 COMPARISONS AND DISCUSSION AMONG BACKWARD TRACKING CASES AND FORWARD TRACKING CASES 48
4.6 SUMMARY 53
CHAPTER 5 DEVELOPMENT OF BACKWARD-FORWARD STOCHASTIC PARTICLE TRACKING MODEL 54
5.1 INFLUENCE FUNCTION 54
5.2 SIMULATION PROCESS 57
5.2.1 Domain and Grid Setting 57
5.2.2 Procedure of Simulation 58
5.3 TEST 60
5.3.1 Assumptions and Parameters 60
5.3.2 Simulation results of the test 63
5.4 SUMMARY 69
CHAPTER 6 A CASE STUDY WITH EXPLICIT AND IMPLICIT BACKWARD TRACKING METHODS 70
6.1 INTRODUCTION 70
6.2 PARAMETERS AND INITIAL CONDITIONS 70
6.3 SIMULATION RESULTS AND DISCUSSIONS 71
6.4 SUMMARY 78
CHAPTER 7 DISCUSSION OF PROBABLE SOURCES WITH ENSEMBLE MEAN AND ENSEMBLE STANDARD DEVIATION OF SPATIAL SEDIMENT CONCENTRATION DISTRIBUTION 80
7.1 INTRODUCTION 80
7.2 PARAMETERS AND INITIAL CONDITIONS 80
7.3 SIMULATION RESULTS AND DISCUSSION 82
7.3.1 Backward Simulation 82
7.3.2 Forward Simulation (Explicit Method) 84
7.3.3 Forward Simulation (Implicit Method) 89
7.3.4 Forward Simulation (Non-probable source) 92
7.4 SUMMARY 94
CHAPTER 8 CONCLUSIONS AND RECOMMENDATIONS 95
8.1 SUMMARY AND CONCLUSIONS 95
8.2 RECOMMENDATIONS AND FUTURE WORK 96
REFERENCE 100
dc.language.isoen
dc.subject雙向隨機顆粒軌跡模型zh_TW
dc.subject影響函數zh_TW
dc.subject辨認沉積物來源zh_TW
dc.subject序率模型zh_TW
dc.subject顆粒軌跡模型zh_TW
dc.subject泥砂傳輸zh_TW
dc.subject泥砂沉積問題zh_TW
dc.subjectsedimentation problemen
dc.subjectbackward-forward stochastic particle tracking modelen
dc.subjectinfluence functionen
dc.subjectsource identificationen
dc.subjectstochastic modelen
dc.subjectparticle tracking modelen
dc.subjectsediment transporten
dc.title由雙向隨機顆粒軌跡模型辨認明渠流中泥砂沈積物潛勢來源區域zh_TW
dc.titleIdentification of Probable Sedimentation Sources in Open Channel Flow by a Backward-forward Stochastic Particle Tracking Modelen
dc.typeThesis
dc.date.schoolyear107-2
dc.description.degree碩士
dc.contributor.oralexamcommittee吳富春,余化龍,游景雲
dc.subject.keyword雙向隨機顆粒軌跡模型,影響函數,辨認沉積物來源,序率模型,顆粒軌跡模型,泥砂傳輸,泥砂沉積問題,zh_TW
dc.subject.keywordbackward-forward stochastic particle tracking model,influence function,source identification,stochastic model,particle tracking model,sediment transport,sedimentation problem,en
dc.relation.page102
dc.identifier.doi10.6342/NTU201702407
dc.rights.note有償授權
dc.date.accepted2019-06-20
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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