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HYSAFE Standard Benchmark Problem SBEP-V11 - Predictions of Hydrogen Release and Dispersion from a CGH2 Bus in an Underpass

机译:HYSAFE标准基准问题SBEP-V11-预测地下通道中CGH2公交车的氢气释放和扩散

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摘要

One of the tasks of the HySafe Network of Excellence was the evaluation of available CFD tools and models for dispersion and combustion in selected hydrogen release scenarios identified as "standard benchmark problems" (SBEPs). This paper presents the results of the HySafe standard benchmark problem SBEP-V11. The situation considered is a high pressure hydrogen jet release from a compressed gaseous hydrogen (CGH2) bus in an underpass. The bus considered is equipped with 8 cylinders of 5 kg hydrogen each at 35 MPa storage pressure. The underpass is assumed to be of the common beam and slab type construction with I-beams spanning across the highway at 3 m centres (normal to the bus), plus cross bracing between the main beams, and light armatures parallel to the bus direction. The main goal of the present work was to evaluate the role of obstructions on the underside of the bridge deck on the dispersion patterns and assess the potential for hydrogen accumulation. Four HySafe partners participated in this benchmark, with 4 different CFD codes, ADREA-HF, CFX, FLACS and FLUENT. Four scenarios were examined in total. In the base case scenario 20 kg of hydrogen was released in the basic geometry. In Sensitivity Test 1 the release position was moved so that the hydrogen jet could hit directly the light armature on the roof of the underpass. In Sensitivity Test 2 the underside of the bridge deck was flat. In Sensitivity Test 3 the release was from one cylinder instead of four (5 kg instead of 20). The paper compares the results predicted by the four different computational approaches and attempts to identify the reasons for observed disagreements. The paper also concludes on the effects of the obstructions on the underside of the bridge deck.
机译:HySafe卓越网络的任务之一是评估在选定为“标准基准问题”(SBEP)的选定氢释放情景下用于弥散和燃烧的可用CFD工具和模型。本文介绍了HySafe标准基准测试问题SBEP-V11的结果。考虑的情况是在地下通道中从压缩气态氢气(CGH2)总线释放高压氢气。所考虑的公共汽车在35 MPa的存储压力下装有8个5 kg氢的气缸。假定地下通道为普通梁和平板式结构,工字梁跨过高速公路,中心为3 m(垂直于公交车),加上主梁之间的交叉支撑以及与公交车方向平行的轻型电枢。当前工作的主要目的是评估障碍物在桥面板下侧对分散模式的影响,并评估氢积累的潜力。四个HySafe合作伙伴以4种不同的CFD代码(ADREA-HF,CFX,FLACS和FLUENT)参加了此基准测试。总共检查了四种情况。在基本情况下,基本几何形状释放了20公斤氢气。在灵敏度测试1中,释放位置已移动,因此氢射流可以直接撞击地下通道屋顶上的轻型电枢。在灵敏度测试2中,桥面板的底面是平坦的。在敏感性测试3中,释放是从一个气瓶而不是四个气瓶(5千克而不是20千克)释放的。本文比较了四种不同计算方法所预测的结果,并试图找出观察到分歧的原因。本文还总结了障碍物对桥面板底面的影响。

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