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北京市通州区秋季典型工地出口道路尘负荷排放特征

王海斌 樊守彬 韩力慧 李婷婷 曲松 崔浩然 刘俊芳

王海斌,樊守彬,韩力慧,等.北京市通州区秋季典型工地出口道路尘负荷排放特征[J].环境工程技术学报,2022,12(1):6-14 doi: 10.12153/j.issn.1674-991X.20210115
引用本文: 王海斌,樊守彬,韩力慧,等.北京市通州区秋季典型工地出口道路尘负荷排放特征[J].环境工程技术学报,2022,12(1):6-14 doi: 10.12153/j.issn.1674-991X.20210115
WANG H B,FAN S B,HAN L H,et al.Emission characteristics of road silt loading at the exit of typical construction sites in autumn in Tongzhou District, Beijing[J].Journal of Environmental Engineering Technology,2022,12(1):6-14 doi: 10.12153/j.issn.1674-991X.20210115
Citation: WANG H B,FAN S B,HAN L H,et al.Emission characteristics of road silt loading at the exit of typical construction sites in autumn in Tongzhou District, Beijing[J].Journal of Environmental Engineering Technology,2022,12(1):6-14 doi: 10.12153/j.issn.1674-991X.20210115

北京市通州区秋季典型工地出口道路尘负荷排放特征

doi: 10.12153/j.issn.1674-991X.20210115
基金项目: 北京市科技计划项目(Z191100009119011);大气重污染成因与治理攻关项目(DQGG0201)
详细信息
    作者简介:

    王海斌(1995—),男,硕士研究生,主要从事大气污染防治研究,982819520@qq.com

    通讯作者:

    樊守彬(1981—),男,研究员,博士,主要从事大气污染防治研究, fanshoubin@163.com

  • 中图分类号: X513

Emission characteristics of road silt loading at the exit of typical construction sites in autumn in Tongzhou District, Beijing

  • 摘要: 为研究不同类型工地以及搅拌站和消纳场出口道路尘负荷变化特征,于2020年秋季对北京市通州区主要施工工地(场站)出口道路及137条常规道路(指未受工地影响的公共道路,包括城市道路和公路)进行道路尘负荷监测。根据AP-42模型计算分析典型工地(场站)出口道路扬尘排放因子和排放量。结果表明:2020年秋季北京市通州区不同类型工地(场站)出口2个方向100 m道路尘负荷均值呈搅拌站>消纳场>拆迁工地>房建工地>水务工地>园林绿化工地>交通工地;常规道路尘负荷均值为0.59 g/m2,各典型工地(场站)出口2个方向100 m道路尘负荷均值是常规道路的1.3~21.1倍;典型工地(场站)出口道路尘负荷随距出口距离变化在不同的工地类型之间差异明显,其出口2个方向各200 m道路的PM10和PM2.5扬尘排放因子高出其背景值的1.26~7.37倍,对应的道路扬尘排放量相当于背景点道路路长增加了0.10~2.55 km,平均值相当于13个典型工地(场站)出口道路各增加了1.16 km;所有监测工地(场站)出口及周边道路尘负荷和道路扬尘PM10、PM2.5排放量空间分布表现为北低南高,其影响因素与工地(场站)类型和密度分布、出口道路类型及车流量等密切相关。

     

  • 图  1  北京市通州区典型工地(场站)分布

    Figure  1.  Typical construction sites (stations) distribution in Tongzhou District, Beijing

    图  2  不同类型工地(场站)出口道路尘负荷特征

    Figure  2.  Characteristics of road silt loading at exits of different types of construction sites (stations)

    图  3  不同类型工地(场站)出口道路尘负荷随距离变化特征

    注:出口距离负值代表向左,正值代表向右。

    Figure  3.  Variation characteristics of road silt loading with distance at exits of different types of construction sites (stations)

    图  4  不同类型工地(场站)出口及背景点道路排放因子特征

    Figure  4.  Characteristics of road emission factors at exits and background points of different construction sites (stations)

    图  5  典型工地(场站)出口道路日均车流量

    Figure  5.  Average daily traffic flow at the exit road of typical construction sites (stations)

    图  6  工地(场站)及其出口和周边道路尘负荷分布特征

    Figure  6.  Silt loading distribution characteristics at the exit and surrounding roads of the construction sites (stations)

    图  7  各工地(场站)出口道路PM10、PM2.5排放量空间分布

    Figure  7.  Spatial distribution of PM10 and PM2.5 emissions on exit roads of each construction site (station)

    表  1  典型工地(场站)出口2个方向100 m尘负荷特征

    Table  1.   Silt loading characteristics of 100 m in two directions at the exit of typical construction sites (stations) g/m2

    编号 工地(场站)类型 出口道路 工地(场站)出口2个方向
    100 m尘负荷均值
    1 房建 新华北路 2.63
    2 房建 芙蓉西路 0.85
    3 交通 北堤路 0.79
    4 交通 铺外路 1.43
    5 水务 通胡大街 1.75
    6 水务 滨惠南二街 0.94
    7 园林绿化 铺外路 2.54
    8 园林绿化 通惠北路 2.63
    9 拆迁 五里店西路 10.76
    10 拆迁 张采路 3.50
    11 搅拌站 董北路 12.45
    12 消纳场 辛房路 11.46
    13 消纳场 三小路 4.34
    14 通州区常规道路 0.59
    下载: 导出CSV

    表  2  不同类型工地(场站)出口及背景点道路扬尘排放特征

    Table  2.   Road dust emission characteristics at exits and background points of different types of construction sites (stations)

    编号 工地(场站)类型 出口道路PM10
    排放量/(kg/d)
    背景点PM10
    排放量/(kg/d)
    出口道路PM2.5
    排放量/(kg/d)
    背景点PM2.5
    排放量/(kg/d)
    背景点增加的
    道路长度/km
    1 房建 1 550.92 465.02 375.22 112.50 0.93
    2 房建 802.03 636.40 194.04 154.80 0.10
    3 交通 174.53 63.48 42.22 15.36 0.70
    4 交通 8 251.70 4 753.29 1 996.38 1 149.99 0.29
    5 水务 9 594.51 2 561.48 2 321.25 619.71 1.10
    6 水务 608.10 241.03 147.12 58.31 0.61
    7 园林绿化 13 918.31 4 753.29 3 367.33 1 149.99 0.77
    8 园林绿化 1 550.92 367.21 375.22 88.84 1.29
    9 拆迁 1 879.22 470.65 454.65 113.87 1.20
    10 拆迁 18 028.52 2 447.52 4 361.74 592.14 2.55
    11 搅拌站 2 146.01 430.38 519.20 104.12 1.59
    12 消纳场 5 919.55 975.46 1 432.15 236.00 2.03
    13 消纳场 2 446.51 434.69 591.90 105.17 1.85
    下载: 导出CSV
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