首页> 外文会议>Australasian Tunnelling Conference >NO_2-NO_x Ratios in Australian Road Tunnels
【24h】

NO_2-NO_x Ratios in Australian Road Tunnels

机译:澳大利亚公路隧道中的NO_2-NO_X比率

获取原文

摘要

The precise measurement of NO_2 was historically difficult in road tunnels, hence criteria and design analysis was based on converting from NO_x concentrations via a set NO_2:NO_x ratio. The reliable direct measurement of NO_2 is now possible, however design analysis is still dominated by emissions tables and formulas specified in terms of NO_x. For converting from NO_x to NO_2 in a road tunnel environment in Australia, the ratio has typically been assumed to be ten per cent. This has generally been based on the recommendation in PIARC (2000) and on the 'average' value cited in PIARC (1995).Determining this ratio is important as changes in engine technology and in-tunnel pollution criteria along with improvements in CO and particulate emissions control, may mean that NO_2 will become the driving factor for future ventilation requirements. Correct selection of this ratio can directly impact the ventilation capacity and system design.Recent research has indicated that choosing a constant ratio of ten per cent for all tunnels may not be appropriate. The in-tunnel ratio has been estimated to be as much as 20 per cent to 30 per cent and depends on the location in the tunnel, the type of ventilation system and the traffic/fleet characteristics. This paper discusses the effect of some of these parameters on the NO_2:NO_x ratio in road tunnels.The findings indicate that the ten per cent upper limit on the NO_2:NO_x ratio in PIARC (2000) may be a conservative value for design purposes for longitudinally ventilated road tunnels of typical length in Australia. A value of seven per cent to eight per cent may be more appropriate in some circumstances. However, the value chosen will depend on the specific tunnel in question and the confidence in traffic conditions expected. Values above ten per cent may be encountered for short periods but usually when the NO_2 levels are low.
机译:NO_2的精确测量在道路隧道中历史上困难,因此标准和设计分析基于通过集合NO_2:NO_X比率从NO_X浓度转换。现在可能的可靠直接测量NO_2,但是设计分析仍然由NO_X规定的排放表和公式占主导地位。为了从澳大利亚的道路隧道环境中从NO_X转换到NO_2,该比率通常被认为是10%。这一般一般基于Piarc(2000)的建议,并在Piarc(1995)中引用的“平均值”值。确定该比例与发动机技术和隧道污染标准的变化以及有限公司和颗粒的改善是重要的排放控制可能意味着NO_2将成为未来通风要求的驱动因素。正确选择这种比率可以直接影响通风能力和系统设计。已经表明,为所有隧道的恒定比例选择了10%的恒定比率可能不合适。隧道比率估计高达20%至30%,并取决于隧道中的位置,通风系统的类型和交通/舰队特性。本文讨论了一些这些参数对道路隧道中的NO_2:NO_X比的影响。结果表明,Piarc(2000)中NO_2:NO_X比率的10%上限可能是设计目的的保守价值澳大利亚典型长度纵向通风道隧道。在某些情况下,价值为7%至8%可能更适合。然而,所选择的价值将取决于所讨论的特定隧道和交通状况的信心。对于短时间内,可以遇到高于10%的值,但通常在NO_2级别低时。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号