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缺陷卫生管道系统产生的气溶胶和生物气溶胶粒径与动力学特性

Aerosol and bioaerosol particle size and dynamics from defective sanitary plumbing systems.

机构信息

Institute for Sustainable Building Design, Heriot-Watt University, Edinburgh, UK.

Solidsense Ltd, Glasgow, UK.

出版信息

Indoor Air. 2021 Sep;31(5):1427-1440. doi: 10.1111/ina.12797. Epub 2021 Feb 10.

Abstract

Aerosols are readily transported on airstreams through building sanitary plumbing and sewer systems, and those containing microbial pathogens (known as bioaerosols) are recognized as contributors to infection spread within buildings. When a defect occurs in the sanitary plumbing system that affects the system integrity, a cross-transmission route is created that can enable the emission of bioaerosols from the system into the building. These emission occurrences are characterized as short-burst events (typically <1 min in duration) which make them difficult to detect and predict. The characterization of these emission events is the focus of this research. Two methods were used to characterize bioaerosol emission events in a full-scale test rig: (a) an Aerodynamic Particle Sizer (APS) for particle size distribution and concentrations; and (b) a slit-to-agar sampler to enumerate the ingress of a viable tracer microorganism (Pseudomonas putida). The APS data confirmed that most particles (>99.5%) were <5 μm and were therefore considered aerosols. Particles generated within the sanitary plumbing system as a result of a toilet flush leads to emissions into the building during system defect conditions with an equivalence of someone talking loudly for over 6 and a half minutes. There were no particles detected of a size >11 μm anywhere in the system. Particle count was influenced by toilet flush volume, but it was not possible to determine if there was any direct influence from airflow rate since both particle and biological data showed no correlation with upward airflow rates and velocities. Typical emissions resulting from a 6 L toilet flush were in the range of 280-400 particles per second at a concentration of typically 9-12 number per cm and a total particle count in the region of 3000 to 4000 particles, whereas the peak emissions from a 1.2 L toilet flush were 60-80 particles per second at a concentration of 2.4-3 number per cm and a total particle count in the region of 886 to 1045 particles. The reduction in particles is in direct proportion to the reduction in toilet flush volume. The slit-to-agar sampler was able to provide viable time course CFU data and confirmed the origin of the particles to be the tracer microorganism flushed into the system. The time course data also have characteristics consistent with the unsteady nature of a toilet flush.

摘要

气溶胶很容易在气流中通过建筑物的卫生管道和污水系统传播,而含有微生物病原体(称为生物气溶胶)的气溶胶被认为是建筑物内感染传播的原因之一。当卫生管道系统中出现影响系统完整性的缺陷时,就会创建一个交叉传输途径,使系统中的生物气溶胶能够排放到建筑物中。这些排放事件的特点是短时间爆发(通常持续时间<1 分钟),这使得它们难以检测和预测。本研究的重点是对这些排放事件进行特征描述。本研究使用两种方法来对全尺寸测试装置中的生物气溶胶排放事件进行特征描述:(a)空气动力学粒径分析仪(APS),用于测量粒径分布和浓度;(b)狭缝到琼脂采样器,用于对进入系统的可培养示踪微生物(铜绿假单胞菌)进行计数。APS 数据证实,大多数颗粒(>99.5%)<5μm,因此被认为是气溶胶。由于马桶冲洗而在卫生管道系统内产生的颗粒会导致系统缺陷条件下排放到建筑物中,相当于有人大声说话超过 6 分半钟。在系统的任何地方都没有检测到尺寸>11μm 的颗粒。颗粒计数受到马桶冲洗量的影响,但无法确定气流率是否有直接影响,因为颗粒和生物数据均显示与向上气流率和流速无关。每次冲洗 6L 的马桶,典型的排放颗粒数在 280-400 个/秒之间,浓度通常为 9-12 个/cm,总颗粒数在 3000-4000 个之间,而每次冲洗 1.2L 的马桶,典型的排放颗粒数在 60-80 个/秒之间,浓度为 2.4-3 个/cm,总颗粒数在 886-1045 个之间。颗粒的减少与马桶冲洗量的减少成正比。狭缝到琼脂采样器能够提供可培养时间过程 CFU 数据,并证实颗粒的来源是冲洗到系统中的示踪微生物。时间过程数据也具有与马桶冲洗不稳定性质一致的特征。

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