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飞灰添加对沥青铺路烟气PAHs释放的影响
引用本文:杨金忠,高何凤,黄启飞,季炜,谭巍,杨玉飞.飞灰添加对沥青铺路烟气PAHs释放的影响[J].环境科学研究,2016,29(4):602-608.
作者姓名:杨金忠  高何凤  黄启飞  季炜  谭巍  杨玉飞
作者单位:1.中国环境科学研究院, 北京 100012
基金项目:国家自然科学基金项目(51178439)
摘    要:为评估生活垃圾焚烧飞灰替代矿粉生产沥青混合料及其路面浇筑全过程中PAHs的环境风险,采用实验室模拟与实际铺筑过程相结合的方法,改变飞灰添加量(以w计,0、3%、4%和5%)和加热温度(200、165、145和80 ℃),以对PAHs的释放规律进行研究. 结果表明:在实际筑路过程中,PAHs的释放受加热温度的影响较大,ρ(∑16PAHs)随加热温度的下降而降低,其中混合料制备和道路开放使用阶段的ρ(∑16PAHs)分别为249.0~378.0、72.1~95.1 μg/m3;但在路面浇筑阶段ρ(∑16PAHs)有增加的趋势,为254.0~571.0 μg/m3,并且在该阶段内ρ(4环PAHs)降低,低环(2~3环)和高环(5~6环)的PAHs质量浓度升高. 飞灰的添加抑制了PAHs的释放,w(∑16PAHs)在10.4~12.3 μg/kg之间,毒性当量浓度(以TEQ计)在0.011 μg/kg左右. 飞灰的添加抑制了以萘为主的低环PAHs的释放,并且在3%添加量时对PAHs的抑制效果最好;在飞灰添加量为3%、4%和5%时,w(萘)分别降低了42.7%、32.2%和35.3%. 

关 键 词:飞灰    沥青路面    PAHs    释放
收稿时间:2015/10/14 0:00:00
修稿时间:2016/1/14 0:00:00

Simulation of PAHs Release in Municipal Solid Waste Incineration Fly Ash Application for Asphalt Pavement
YANG Jinzhong,GAO Hefeng,HUANG Qifei,JI Wei,TAN Wei and YANG Yufei.Simulation of PAHs Release in Municipal Solid Waste Incineration Fly Ash Application for Asphalt Pavement[J].Research of Environmental Sciences,2016,29(4):602-608.
Authors:YANG Jinzhong  GAO Hefeng  HUANG Qifei  JI Wei  TAN Wei and YANG Yufei
Institution:1.Chinese Research Academy of Environmental Sciences, Beijing 100012, China2.Scientific Research Academy of Guangxi Environmental Protection, Nanning 530022, China3.Chongqing Sanfeng Covanta Environmental Industry Co., Chongqing 404100, China4.China Merchants Chongqing Communications Technology Research & Designing Institute Co., Ltd., Chongqing 404100, China
Abstract:Municipal solid waste incineration (MSWI) fly ash could substitute for mineral powder, which is a material used in asphalt pavement production. A laboratory test simulating the actual asphalt paving situation was conducted in which four kinds of fly ash adding proportions (0,3%, 4% and 5%) and five stages of heating temperature were set to study the PAHs release properties in the whole process of MSWI fly ash substituting for mineral powder in producing asphalt pavement. The results were as follows:ρ(∑16PAHs) was influenced greatly by heat temperature, and ρ(∑16PAHs) decreased as heat temperature declined. ρ(∑16PAHs) in the preparation of the mixture stage and before the utilization stage were 249.0-378.0 mg/m3 and 72.1-95.1 μg/m3, respectively. However, there was a particular scenario in which ρ(∑16PAHs) during the pavement and compression stage was higher than the other stages, being 254.0-571.0 μg/m3. What's more, ρ(4 rings-PAHs) were slumped and ρ(5-6 rings-PAHs) released reversely. The MSWI fly ash adding proportion in asphalt mixture also suppressed the release of PAHs. w(∑16PAHs) varied with 10.4 μg/kg and 12.3 μg/kg, and the toxic equivalent (TEQ) of the PAHs released was 0.0110 TEQ μg/kg. Adding MSWI fly ash inhibited the release of PAHs. Besides, w(∑16PAHs) was reduced most in the 3% control. Among all PAHs monomers, low molecular weight PAHs monomers were reduced most. For example, the naphthalene release amount (by mass) in adding proportion of fly ash 3%, 4% and 5% control was reduced 42.7%, 32.21% and 35.3%, respectively, compared with non-addition of fly ash,. 
Keywords:municipal solid waste  asphalt pavement  polycyclic aromatic hydrocarbons (PAHs)  release
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