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研究生: 陳尚潁
Chen, Shang-Ying
論文名稱: 以動態自動調適節點實現即時地下水流資料同化模式
Data assimilation for real-time subsurface flow modeling with dynamically adaptive meshless node adjustments
指導教授: 徐國錦
Hsu, Kuo-Chin
學位類別: 博士
Doctor
系所名稱: 工學院 - 資源工程學系
Department of Resources Engineering
論文出版年: 2022
畢業學年度: 110
語文別: 英文
論文頁數: 124
中文關鍵詞: 無網格法資料同化自動調適節點
外文關鍵詞: meshless method, data assimilation, adaptive node adjustment
ORCID: https://orcid.org/ 0000-0003-3036-0798
ResearchGate: https://www.researchgate.net/profile/Shang-Ying-Chen/research
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  • 水文地質參數的資料稀缺與空間劇烈變動是地下資源建模的重要挑戰。數十年來,已經發展了許多反算方法與資料同化技術,其可整合觀測到的狀態資料進入模式系統,以求得最佳參數分布。然而,建構地質資源模式時,往往需配合多層且循序的水文地質調查。由循序多次的調查中,彙整並加入新增資料於模式之中。由於這些新增資料的位置可能與原建構的模式網格位置不一致,造成使用原傳統的數值方法,難以精準處理新增資料,造成模式之不確定性增加。因此,本研究提出一個動態自動調適節點 (DANA) 方法,其結合無網格法和快速節點放置法來緩解即時數據同化遭遇的問題。本研究利用無網格廣義有限差分 (GFD) 來開發 DANA 架構,並使用系集卡門濾波器 (EnKF) 作為資料同化方法。本研究驗證所提出之方法的準確性和計算效率,並通過一個假設問題展示了 DANA 的應用性。研究結果顯示使用 GFD 下的 DANA 有效與 EnKF 結合,可實現地下水流建模之即時更新,並提升模式之準度與精度。

    The data scarcity of direct measurement of heterogeneous hydrogeological parameters is one of the critical challenges for geo-resources modeling. Over the past decades, various inverse modeling and data assimilation techniques have been proposed to integrate observed data into modeling systems for optimal parameter estimations. However, subsurface flow models are usually built based on only preliminary hydrogeological surveys to minimize the cost of assessments. In many circumstances, sequential and additional data will be collected from supplementary hydrogeological surveys. Because the locations of these additional data may not coincide with the positions of the pre-defined meshes, the additional data may not be exactly handled by original numerical methods. This study developed a dynamically adaptive node adjustment (DANA) scheme to maximize the utilization of available data. The DANA was combined with a meshless method and a fast node placement algorithm to alleviate the problem that real-time data assimilation is usually encountered. This study utilized the meshless Generalized Finite Difference (GFD) to develop the DANA framework, and the Ensemble Kalman Filter (EnKF) served as the data assimilation approach. The accuracy and computational efficiency of the proposed methods were investigated, and the applicability of the DANA was demonstrated by solving a hypothetical data assimilation problem. The results showed that the DANA under the GFD was efficaciously coupled with the EnKF to achieve real-time updating for geo-resources modeling and improve the accuracy and precision of the model.

    Abstract I Table of Content III List of Tables V List of Figures VI Chapter 1 Introduction 1 Chapter 2 Methodology 6 2.1 The Meshless Generalized Finite Difference Method 6 2.1.1 The GFD Differential Operators 7 2.1.2 Taylor Series Expansions 7 2.1.3 Weighted Least Squares 9 2.1.4 Approximations to Governing Equations 10 2.1.5 Boundary Conditions 14 2.1.6 Algorithm of Node Placement 15 2.2 Moment Equations for Uncertainty Quantification 18 2.2.1 Perturbative Expansion Method 19 2.2.2 Moment Equations for Steady-State Flow 20 2.2.3 Moment Equations for Transient Flow 25 2.2.4 Conditional Moment Equations 28 2.2.5 Monte Carlo Simulation Method 30 2.3 Ensemble Kalman Filter for Data Assimiliation 33 Chapter 3 Forward Modeling by the Meshless Generalized Finite Difference 36 3.1 Heterogeneous Flow Problem 36 3.1.1 Synthetic Groundwater Flow Field 37 3.1.2 Double Concentric Stars (DCS) 39 3.1.3 Validating the DCS 40 3.3 Uncertainty Quantification for Steady-State Flow Problem 44 3.3.1 Hypothetical Scenario 44 3.3.2 Solving the Conditional Moment Equations 47 3.3.3 The MEs’ Efficiency Compared to the MCS 50 Chapter 4 Real-Time Updating Model by the Ensemble Kalman Filter 54 4.1 Hypothetical Problem 54 4.1.1 Reference Fields 56 4.1.2 Real-Time Data Acquisition 60 4.1.3 Modeling Scenarios 64 4.2 Scenario A: Transient Uncertainty Quantification 65 4.3 Scenario B: Data Assimilation 72 4.4 Scenario C: Dynamically Adaptive Node Adjustments 88 4.5 Discussion 97 Chapter 5 Conclusions 101 Reference 102 Appendix 111 Academic CV 120

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