首页> 外文期刊>Journal of the air & waste management association >Accounting for acceleration and deceleration emissions in intersection dispersion modeling using MOVES and CAL3QHC
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Accounting for acceleration and deceleration emissions in intersection dispersion modeling using MOVES and CAL3QHC

机译:在使用MOVES和CAL3QHC的交叉路口色散建模中考虑加速和减速排放

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摘要

Near-road dispersion modeling with CAL3QHC has traditionally been accomplished by assuming vehicles are either idling in queue links or flowing freely in cruise links. With the introduction of the new mobile-source emissions model MOVES, second-by-second activity patterns can be used to produce emission factors (EFs) that vary by vehicular modal activity, that is, acceleration, deceleration, idle, and cruise. By using these EFs in unique modal links in CAL3QHC input files, the predicted concentration of pollutants near roadways can be modeled with greater precision in regard to real-world intersection vehicle behavior. It is noted that this work does not include any comparisons with real-world monitored data, and thus only the precision and not the accuracy of the proposed method is addressed. This work poses the question of how best to include modal links into near-road dispersion modeling. Specifically, it examines dividing acceleration and deceleration segments into multiple sublinks for greater resolution. It is shown that such an approach can produce much higher CO predictions at an intersection (up to 400% higher) compared with the current cruise-and-idle-links modeling approach. A method of dividing links by increments of speed change is suggested. The method relies upon obtaining EFs from standstill to various cruise speeds (or from cruise speed to stopped) and using those results to obtain position-specific acceleration (or deceleration) EFs needed for dispersion modeling inputs. Acceleration EFs (in g/mile) are an order of magnitude larger than cruise EFs; deceleration EFs are smaller than cruise EFs. The number of sublinks used to model one acceleration link makes a difference in the predicted concentrations. MOVES can produce erratic EFs when longer links are broken into smaller sublinks.
机译:传统上,使用CAL3QHC进行近路分散建模是通过假设车辆在队列路段中空转或在巡航路段中自由流动来完成的。随着新的移动源排放模型MOVES的引入,可以使用秒活动模式来产生排放因子(EFs),这些排放因子随车辆模态活动而变化,即加速,减速,空转和巡航。通过在CAL3QHC输入文件的唯一模态链接中使用这些EF,可以针对现实世界中的交叉路口车辆行为,以更高的精度对道路附近的污染物预测浓度进行建模。要注意的是,这项工作不包括与实际监测数据的任何比较,因此仅解决了所提出方法的精度而不是准确性。这项工作提出了一个问题,即如何最好地将模态链接包含在近距离道路离散建模中。具体来说,它检查将加速和减速段划分为多个子链接以获得更高的分辨率。结果表明,与目前的巡航和空转链接建模方法相比,这种方法可以在交叉路口产生更高的CO预测(最高可达400%)。提出了一种通过速度变化的增量来划分链接的方法。该方法依赖于从静止到各种巡航速度(或从巡航速度到停止)获得EF,并使用这些结果来获得色散建模输入所需的特定于位置的加速度(或减速度)EF。加速度EF(以克/英里为单位)比巡航EF大一个数量级;减速EF小于巡航EF。用于建模一个加速链接的子链接数量会导致预测浓度有所不同。当较长的链接分成较小的子链接时,MOVES可能会产生不稳定的EF。

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    Department of Civil, Environmental, and Construction Engineering, University of Central Florida, Orlando, Florida, USA;

    Department of Civil, Environmental, and Construction Engineering, University of Central Florida, Orlando, Florida, USA;

    Department of Civil, Environmental, and Construction Engineering, University of Central Florida, Orlando, Florida, USA,Department of Civil, Environmental, and Construction Engineering, University of Central Florida, Orlando, FL 32816, USA;

    Federal Highway Administration, Resource Center, Santa Fe, New Mexico, USA;

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