Abstract
Buried natural gas pipeline leakage poses significant risks to public safety and environmental sustainability. A three-dimensional transient computational fluid dynamics model is established to investigate gas leakage and diffusion behavior, with a focus on quantifying the differences between standalone soil models and soil–atmosphere-coupled models. First danger time (FDT), farthest danger range (FDR), and ground danger range (GDR) are adopted as standardized safety metrics that translate complex concentration fields into actionable emergency response parameters. Simulation results indicate that the coupled model predicts an FDT 4.9% earlier and a GDR 39.7% smaller than the standalone soil model under no-wind conditions, highlighting the necessity of coupling. Increasing temperature reduces leakage mass flow rate by 8.4% but produces only marginal changes in FDT (6.01–6.47 s) and GDR (1.888–1.973 m) across the −10 °C to 40 °C envelope. Wind speed exhibits a non-monotonic, time-dependent effect: the shortest FDT occurs at 5 m/s (5.71 s), while the worst-case spatial hazard occurs at 2 m/s (FDR = 3.423 m at 60 s, 3.304 m at 100 s). A crosswind configuration reduces GDR by merely 1.6% when compared with an along-wind configuration, indicating weak directional sensitivity. Topography dominates hazard onset timing: a canyon shortens FDT to 0.33 s, while a hill delays it to 18.48 s—a 43-fold span. Offset obstacles with upwind configuration maximize FDT delay to 8.07 s (+30.6%) while enabling late-stage wake-driven GDR expansion. These findings provide quantitative guidance for risk assessment, emergency response, and monitoring layout of buried natural gas pipelines.
Funding Information
  • Research Project of China Petroleum Pipeline Bureau Engineering Co., Ltd. (2024-19)
  • China Postdoctoral Science Foundation (2024M763653)
  • “Pioneer” and “Leading Goose” R&D Program of Zhejiang (2025C01152)
  • Natural Science Foundation of Chongqing, China (CSTB2023NSCQ-MSX0050)
  • Zhejiang Provincial Natural Science Foundation of China (LQ23E040004)

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