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研究生: 彭皓廷
Peng, Hao-Ting
論文名稱: 基於時間分段的組合最佳化框架用於在無號誌交叉路口下的車輛調度
A Time-Segmented Combinatorial Optimization Framework for Vehicle Coordination at Unsignalized Intersections
指導教授: 涂嘉恒
Tu, Chia-Heng
學位類別: 碩士
Master
系所名稱: 電機資訊學院 - 資訊工程學系
Department of Computer Science and Information Engineering
論文出版年: 2026
畢業學年度: 114
語文別: 英文
論文頁數: 55
中文關鍵詞: 聯網自動駕駛車輛無號誌交叉路口近似演算法量子計算
外文關鍵詞: Connected and Automated Vehicles, Unsignalized Intersections, Approximation Algorithm, Quantum Computing
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  • 量子近似最佳化演算法(Quantum Approximate Optimization Algorithm, QAOA)透過混合量子-古典框架,正迅速發展成為現階段求解組合最佳化的一種可行手段。在無號誌交叉路口下的聯網自動駕駛汽車 (Connected and Automated Vehicles, CAVs)協同調度可被視為一個組合最佳化問題,其目標是在避免衝突的前提下最小化整體車輛等待時間。然而,在高密度連續車流情境中,若將每台車輛或車隊直接編碼,則所需 qubits 會隨車輛數快速成長,會使得傳統 QAOA 難以直接應用於路口即時調度。
    為解決此問題,我們提出一個基於時間分段的組合最佳化量子計算框架,用於無號誌交叉路口下的 CAV 調度。透過將路口的通行狀態編碼建構 Quadratic Unconstrained Binary Optimization (QUBO) 模型,並透過將連續車流切分為一系列不重疊的time windows 依序執行QAOA最佳化。透過此設計,qubit 需求由與車輛數相關的平方級別降低為由路口狀態數以及window大小決定的常數級別,因而能在有限 qubit 資源下維持與個別車輛編碼方法相同的總等待時間解品質。
    本論文在四向單車道路口情境下進行評估,並以古典貪婪與既有個別車輛編碼的方式作為比較對象。實驗結果顯示,在40輛車且符合即時計算需求的設定下,對比基準古典貪婪最多可降低14.2%的總等待時間。同時,相較於個別車輛編碼所需的 O(V^2) qubit複雜度,tsQAOA能將qubit需求固定在常數,且能夠與前述方法保持相同的解品質。顯示tsQAOA能夠在維持排程品質的同時,大幅降低量子計算資源需求,並具備應用於連續CAV車流協作的潛力。

    The Quantum Approximate Optimization Algorithm (QAOA) has emerged as a promising hybrid quantum-classical approach to solving combinatorial optimization problems. Vehicle coordination for Connected and Automated Vehicles (CAVs) at unsignalized intersections can also be formulated as a combinatorial optimization problem, aiming to minimize total vehicle waiting time while avoiding traffic conflicts. However, directly encoding individual vehicles or vehicle platoons causes the required number of qubits to grow rapidly with traffic volume, making the standard QAOA difficult to apply to real time intersection scheduling.
    To overcome these limitations, we present Time-Segmented QAOA (tsQAOA), a time-segmented combinatorial optimization framework for CAV coordination at unsignalized intersections. Instead of encoding vehicles, tsQAOA encodes intersection traffic states as decision variables and formulates the scheduling problem as a Quadratic Unconstrained Binary Optimization (QUBO) model. Continuous traffic flow is divided into non-overlapping time windows, and QAOA is executed sequentially for each window. This design bounds the qubit requirement by the number of traffic states and the window size, rather than the number of vehicles.
    Experimental results on a four way single-lane unsignalized intersection show that tsQAOA reduces total waiting time by up to 14.2% compared with a classical greedy baseline under a 40-vehicle real time setting. Compared with individual-vehicle encoding, tsQAOA reduces the qubit complexity from O(V^2) to O(1) with respect to the number of vehicles V. For a fixed intersection configuration, the same fixed-size quantum circuit can be repeatedly used to perform intersection scheduling under varying traffic conditions while maintaining comparable solution quality.

    摘要 i Abstract ii 致謝 iii Table of Contents iv List of Tables vi List of Figures vii Chapter 1. Introduction 1 1.1. Background 2 1.1.1. CAV Coordination at Unsignalized Intersections 2 1.1.2. Quadratic Unconstrained Binary Optimization (QUBO) 3 1.1.3. Quantum Approximate Optimization Algorithm (QAOA) 4 1.2. Motivation 6 1.3. Thesis Organization 7 Chapter 2. Related Work 8 Chapter 3. Framework 11 3.1. Framework Overview 11 3.2. System Model 12 3.3. Time-Segmented Scheduling Flow 13 3.4. Fixed-Topology Parameterized Quantum Circuit (PQC) 15 Chapter 4. Methodology 17 4.1. Problem Formulation and Traffic Model 17 4.2. Traffic State Encoding and Valid-State Pruning 18 4.3. Waiting time Evaluation 21 4.4. QUBO Formulation 23 4.5. QAOA Execution and Solution Decoding 25 4.6. Qubit Requirement Analysis 27 Chapter 5. Evaluation 28 5.1. Experimental Setup 28 5.1.1. Hardware and Simulation Settings 28 5.1.2. Baselines 29 5.1.3. Evaluation Metrics 30 5.2. Waiting Time and Qubit Scalability 31 5.3. Impact of Window Size 32 5.4. Impact of Traffic Density 35 5.5. Runtime and Deployment Feasibility 37 5.6. Critical Scheduling Horizon Analysis 38 Chapter 6. Conclusion 43 References 44

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