矿渣掺量对UHP-ITGC工作性能演化及微观机理分析
Analysis of Working Performance Evolution and Micro-Mechanism of UHP-ITGC with Different Slag Content
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摘要: 针对引汉济渭黄午隧洞24号主洞最大供风长度4960米的施工通风难题,采用CFD方法模拟不同阶段压入式通风流场。基于RNG k-ε模型建立前期双风机并联和后期接力增压两阶段三维模型,分析风管出口射流、掌子面风速及全洞流场。结果表明前期方案风管出口风速约2.2米/秒,掌子面风速约0.5米/秒,流场稳定无回流;后期接力风机方案进风口风速约8.2米/秒,全洞平均风速6.9米/秒,仅局部轻微涡流。各阶段掌子面风速均高于0.15米/秒规范要求,验证了设计的合理性,可为同类工程提供参考。Abstract: To address the ventilation challenge in the No.24 main tunnel of the Huangwu Tunnel on the Hanjiang-to-Weihe River Water Diversion Project, where the maximum air supply distance reaches 4960 m, the CFD method was adopted to simulate the flow field of forced ventilation at different construction stages. Based on the RNG k-ε turbulence model, three-dimensional geometric models were established for two stages: the early stage with dual-fan parallel air supply and the late stage with booster fan pressurization. The jet flow at the duct outlet, the air velocity near the tunnel face, and the overall flow field in the tunnel were analyzed. The results show that in the early stage, the air velocity at the duct outlet is about 2.2 m/s, and that near the tunnel face is about 0.5 m/s, with a stable flow field and no backflow. In the late stage with booster fans, the jet velocity at the air inlet increases to about 8.2 m/s, and the average velocity over the whole tunnel section reaches 6.9 m/s, with only slight local vortexes. The air velocities near the tunnel face in both stages are higher than the code requirement of 0.15 m/s, which verifies the rationality of the design and can provide reference for similar projects.
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