Submitted:
24 December 2025
Posted:
25 December 2025
You are already at the latest version
Abstract
Keywords:
1. Introduction
1.1. Urban Traffic Challenges and Sustainability Imperatives
1.2. Evolution of AI in Traffic Management
1.3. Research Objectives and Novelty of Federated Quantum-Inspired Approaches
2. Literature Review
2.1. Traditional Traffic Optimization Models
2.2. Advances in Federated Learning and Quantum-Inspired Algorithms
2.3. Digital Twins and Predictive Analytics in Smart Cities
3. FedQ-Twin: Federated Quantum Digital Twin Framework for Adaptive Traffic Orchestration

3.1. System Architecture Overview
3.2. Integration of Federated Learning with Quantum-Inspired Optimization
3.3. Role of Digital Twins in Real-Time Simulation
4. Federated Learning for Distributed Traffic Data
4.1. Model Formulation and Aggregation Protocols
4.2. Privacy-Preserving Training Across Edge Nodes
4.3. Handling Heterogeneous Data from IoT Sensors and V2X
5. Quantum-Inspired Algorithms for Signal Optimization
5.1. Quantum Annealing and Variational Quantum Eigen-Solvers for Traffic Flow
5.2. Hybrid Classical-Quantum Optimization Techniques
5.3. Complexity Analysis and Scalability
6. Digital Twin Simulations and Predictive Analytics
6.1. Twin Construction Using Real-Time Sensor Fusion
6.2. LSTM-Transformer Hybrids for Congestion Forecasting
6.3. Emission Modelling with Carbon Footprint Metrics
7. Implementation and Simulation Environment
7.1. Tools and Platforms
7.2. Dataset Descriptions and Preprocessing
7.3. Hardware-Software Co-Design for Edge Deployment
8. Experimental Results and Performance Evaluation
8.1. Metrics: Congestion Reduction, Emission Savings, Latency
| Metric | Fixed-time control | Proposed framework | Improvement |
| Average delay per vehicle (s/veh) | 95 | 68 | 28% |
| Total delay per km (s/km) | 180 | 130 | 28% |
| Mean queue length at intersections (veh) | 24 | 17 | 29% |
| Total CO2 emissions (kg/h) | 100 | 78 | 22% |
| Average control latency per cycle (ms) | 320 | 180 | - |
8.2. Comparative Analysis with Baselines (e.g., RL, GNNs)
| Method | Avg. delay (s/veh) | CO2 (kg/h) | Convergence episodes | Std. dev. of delay (s) |
| Fixed-time (legacy) | 95 | 100 | - | 18 |
| Deep RL (PPO) | 78 | 88 | 900 | 15 |
| GNN-based adaptive control | 74 | 85 | 600 | 13 |
| Proposed Fed + Q-inspired | 68 | 78 | 200 | 10 |
8.3. Case Studies from Urban Scenarios
| Scenario | Controller type | Avg. travel time (min) | Total CO2 (kg/h) | Max queue length (veh) | Time to recover after incident (min) |
| Normal peak hour | Fixed-time | 32 | 100 | 45 | - |
| Normal peak hour | Proposed Fed + Q-inspired | 24 | 78 | 30 | - |
| Incident on major corridor | Fixed-time | 41 | 112 | 70 | 28 |
| Incident on major corridor | Proposed Fed + Q-inspired | 29 | 86 | 44 | 9 |
| Stadium event (special demand) | Fixed-time | 38 | 108 | 65 | - |
Conclusion and Future Work
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