留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

新型双介质气动雾化喷淋系统在城市污水厂恶臭气体处理中的应用

刘建伟 臧娜娜 韩昌福 陈欣玥 冯文韬 鲁晨 孙建斌

刘建伟,臧娜娜,韩昌福,等.新型双介质气动雾化喷淋系统在城市污水厂恶臭气体处理中的应用[J].环境工程技术学报,2022,12(4):1058-1063 doi: 10.12153/j.issn.1674-991X.20210241
引用本文: 刘建伟,臧娜娜,韩昌福,等.新型双介质气动雾化喷淋系统在城市污水厂恶臭气体处理中的应用[J].环境工程技术学报,2022,12(4):1058-1063 doi: 10.12153/j.issn.1674-991X.20210241
LIU J W,ZANG N N,HAN C F,et al.Application of a new-type double medium pneumatic atomization spray system in odour treatment in a municipal wastewater treatment plant[J].Journal of Environmental Engineering Technology,2022,12(4):1058-1063 doi: 10.12153/j.issn.1674-991X.20210241
Citation: LIU J W,ZANG N N,HAN C F,et al.Application of a new-type double medium pneumatic atomization spray system in odour treatment in a municipal wastewater treatment plant[J].Journal of Environmental Engineering Technology,2022,12(4):1058-1063 doi: 10.12153/j.issn.1674-991X.20210241

新型双介质气动雾化喷淋系统在城市污水厂恶臭气体处理中的应用

doi: 10.12153/j.issn.1674-991X.20210241
基金项目: 北京市科技计划课题(Z181100005518011)
详细信息
    作者简介:

    刘建伟(1979—),男,教授,博士,主要研究方向为环境微生物技术和生物除臭技术,liujianwei@bucea.edu.cn

  • 中图分类号: X511

Application of a new-type double medium pneumatic atomization spray system in odour treatment in a municipal wastewater treatment plant

  • 摘要:

    以城市污水厂格栅间为研究对象,在分析恶臭气体产生特性的基础上,研发出新型双介质气动雾化喷淋系统,并对系统运行参数进行了优化。将该系统应用于北京市某城市污水厂格栅间,考察了其对硫化氢和氨的去除效果。结果表明,该系统对污水厂格栅间的硫化氢和氨的去除率分别为90.54%~97.80%和93.75%~99.42%,取得了较好的除臭效果。该系统投资费用为95万元,运行费用为3.62万元/a,其中水费占运行费用的51.10%。新型双介质气动雾化喷淋系统较好适用于城市污水厂分散点源恶臭气体的原位处理。

     

  • 图  1  双介质气动雾化喷淋系统组成示意

    Figure  1.  Schematic diagram of the double medium pneumatic atomization spray system

    图  2  双介质气动雾化喷淋系统流程

    Figure  2.  Operation flow of the double medium pneumatic atomization spray system

    图  3  喷雾压力对不同雾化喷头喷雾面积、喷雾流量和雾化粒径的影响

    Figure  3.  Influence of spraying pressure on spraying area, spraying flow and atomization particle size of different spraying nozzles

    表  1  双介质气动雾化喷淋系统主要部件及参数

    Table  1.   Main components and parameters of the double medium pneumatic atomization spray system

    部件数量/个设计参数
    设备主体1长×宽×高为90 cm×70 cm×130 cm
    多级过滤器1三级PPF滤芯
    加液泵1可调配比例为0.1%~10%
    菌液储存箱1容积为20 L
    增压泵1压力为100~300 kPa,流量为1~3 m³/h
    管道式加热器1加热温度为10~40 ℃
    螺杆空压机1螺杆式,产气量≥1 000 L/min
    储气罐1立式,容积为300 L
    空气过滤器1滤芯有效过滤面积为0.01 m2
    超声雾化喷头12~18产雾量为2.8~4.2 L/h
    下载: 导出CSV

    表  2  某城市污水厂格栅间产生的硫化氢和氨浓度

    Table  2.   Concentration of hydrogen sulfide and ammonia produced in screen room in a MSTP mg/m3 

    格栅状态硫化氢
    浓度平均浓度浓度平均浓度
    运行时0.03~1.580.23±0.020~5.473.32±0.24
    停止运行后1 h0.01~0.180.04±0.010~0.230.14±0.02
    下载: 导出CSV

    表  3  不同孔径雾化喷头的喷雾压力和喷雾流量

    Table  3.   Spraying pressure and spraying flow of spraying nozzles with different apertures

    编号孔径/mm喷雾压力/(kg/cm2喷雾流量/(mL/min)
    1# 0.15 15~90 20~46
    2# 0.20 15~90 49~89
    3# 0.30 10~90 80~145
    4# 0.40 10~90 95~178
    5# 0.50 10~90 130~243
    下载: 导出CSV

    表  4  双介质气动雾化喷淋系统对硫化氢和氨的去除率

    Table  4.   Removal efficiency of hydrogen sulfide and ammonia by the double medium pneumatic atomization spray system

    运行时间/d硫化氢
    喷淋前浓度/(mg/m3)喷淋后浓度/(mg/m3)去除率/%喷淋前浓度/(mg/m3)喷淋后浓度/(mg/m3)去除率/%
    1 1.26 0.05 96.20 1.58 0.10 93.76
    8 0.69 0.03 95.45 2.65 0.16 94.14
    17 0.27 0.01 97.70 0.88 0.05 94.04
    26 1.09 0.07 93.16 3.32 0.09 97.33
    33 1.37 0.10 92.94 2.77 0.13 95.45
    41 1.48 0.06 95.68 2.34 0.13 94.33
    50 1.26 0.05 96.32 2.68 0.11 96.08
    57 0.97 0.07 93.04 3.14 0.09 97.10
    65 1.13 0.11 90.54 3.02 0.15 95.13
    75 0.87 0.05 94.07 2.89 0.14 95.00
    83 1.13 0.02 97.80 2.57 0.03 98.78
    92 1.51 0.11 92.78 2.47 0.15 93.75
    100 0.89 0.07 91.92 3.08 0.19 93.98
    109 0.74 0.07 90.67 3.16 0.02 99.42
    120 1.46 0.11 92.46 3.97 0.23 94.20
    下载: 导出CSV

    表  5  双介质气动雾化喷淋系统的投资费用

    Table  5.   Investment costs of the double medium pneumatic atomization spray system 万元 

    项目费用备注
    设备工程
    40 过滤单元、自动配比系统、增压系统、
    自保护组件及其安装费用
    电气工程
    20 智能控制系统、电器和电缆等费用
    喷淋管线
    20 内置管路系统、喷雾管路系统等费用
    其他费用 15 安装和辅助材料等费用
    合计 95
    下载: 导出CSV

    表  6  双介质气动雾化喷淋系统的运行费用

    Table  6.   Operating costs of the double medium pneumatic atomization spray system

    项目单位费用总费用/
    (万元/a)
    备注
    电费 1.0元/(kW·h) 0.02 循环水泵功率为2.2 kW
    水费 8.0元/m3 1.85 用水量为6.33 m3/d
    除臭菌剂费 400元/m3 1.75 除臭菌剂使用量为0.015 m3/d
    合计 3.62
    下载: 导出CSV
  • [1] 李娟, 李金香, 杨妍妍.城镇污水处理厂污泥泥质监测及资源化风险评价[J]. 环境科学,2021,42(4):1956-1966.

    LI J, LI J X, YANG Y Y. Characteristics of sludge and associated risk assessment of urban sewage treatment plants[J]. Environmental Science,2021,42(4):1956-1966.
    [2] LI P Y, LI L, WANG Y J, et al. Characterization, factors, and UV reduction of airborne bacteria in a rural wastewater treatment station[J]. Science of the Total Environment,2021,751:141811. doi: 10.1016/j.scitotenv.2020.141811
    [3] 杨庆, 李洋, 崔斌, 等.城市污水处理过程中恶臭气体释放的研究进展[J]. 环境科学学报,2019,39(7):2079-2087.

    YANG Q, LI Y, CUI B, et al. Research advances of odor released from municipal wastewater treatment process[J]. Acta Scientiae Circumstantiae,2019,39(7):2079-2087.
    [4] 翟增秀, 李伟芳, 邹克华, 等.愉悦度在恶臭污染感官评价中的应用[J]. 环境工程技术学报,2018,8(5):546-550.

    ZHAI Z X, LI W F, ZOU K H, et al. The application of hedonic tone in odour pollution sensory evaluation[J]. Journal of Environmental Engineering Technology,2018,8(5):546-550.
    [5] 夏湘勤, 席北斗, 黄彩红, 等.畜禽粪便堆肥臭气控制研究进展[J]. 环境工程技术学报,2019,9(6):649-657. doi: 10.12153/j.issn.1674-991X.2019.05.142

    XIA X Q, XI B D, HUANG C H, et al. Review on odor control of livestock and poultry manure composting[J]. Journal of Environmental Engineering Technology,2019,9(6):649-657. doi: 10.12153/j.issn.1674-991X.2019.05.142
    [6] LI R Y, HAN Z L, SHEN H Z, et al. Volatile sulfur compound emissions and health risk assessment from an A2/O wastewater treatment plant[J]. Science of the Total Environment,2021,794:148741. doi: 10.1016/j.scitotenv.2021.148741
    [7] 韩彩云, 张晶宇, 丁永伟, 等.曝气沉砂池H2S排放浓度的时间变化与影响因子[J]. 中国给水排水,2020,36(7):74-77.

    HAN C Y, ZHANG J Y, DING Y W, et al. Temporal variation characteristics and influencing factors of H2S emission concentration in aerated grit chamber[J]. China Water & Wastewater,2020,36(7):74-77.
    [8] HU X R, HAN M F, WANG C, et al. A short review of bioaerosol emissions from gas bioreactors: healththreats, influencing factors and control technologies[J]. Chemosphere,2020,253:126737. doi: 10.1016/j.chemosphere.2020.126737
    [9] 黄力华, 刘建伟, 夏雪峰, 等.城市污水处理厂典型气体污染物产生特性研究[J]. 科学技术与工程,2015,15(3):295-299. doi: 10.3969/j.issn.1671-1815.2015.03.059

    HUANG L H, LIU J W, XIA X F, et al. Research of emission characteristics of gaseous pollutants in municipal wastewater treatment plant[J]. Science Technology and Engineering,2015,15(3):295-299. doi: 10.3969/j.issn.1671-1815.2015.03.059
    [10] 赵茹涵,杨庆,彭赵旭,等.城市污水处理厂挥发性硫化物的释放特征与风险评价[J/OL]. 中国环境科学. doi: 10.19674/j.cnki.issn1000-6923.20210708.001.

    ZHAO R H,YANG Q,PENG Z X,et al.Release characteristics and risks evaluation of VSCs in municipal wastewater treatment plants [J/OL]. 中国环境科学. doi: 10.19674/j.cnki.issn1000-6923.20210708.001.
    [11] CODOLO M C, BIZZO W A. Experimental study of the SO2 removal efficiency and volumetric mass transfer coefficients in a pilot-scale multi-nozzle spray tower[J]. International Journal of Heat and Mass Transfer,2013,66:80-89. doi: 10.1016/j.ijheatmasstransfer.2013.07.011
    [12] BEŠENIĆ T, BALETA J, PACHLER K, et al. Numerical modelling of sulfur dioxide absorption for spray scrubbing[J]. Energy Conversion and Management,2020,217:112762. doi: 10.1016/j.enconman.2020.112762
    [13] EJIM C E, RAHMAN M A, AMIRFAZLI A, et al. Effects of liquid viscosity and surface tension on atomization in two-phase, gas/liquid fluid coker nozzles[J]. Fuel,2010,89(8):1872-1882. doi: 10.1016/j.fuel.2010.03.005
    [14] WANG Y C, HAN M F, JIA T P, et al. Emissions, measurement, and control of odor in livestock farms: a review[J]. Science of the Total Environment,2021,776:145735. doi: 10.1016/j.scitotenv.2021.145735
    [15] 空气和废气监测分析方法[M]. 4版. 北京: 中国环境科学出版社, 2003.
    [16] YANG K X, LI L, WANG Y J, et al. Airborne bacteria in a wastewater treatment plant: Emissioncharacterization, source analysis and health risk assessment[J]. Water Research,2019,149:596-606. doi: 10.1016/j.watres.2018.11.027
    [17] POCHWAT, KIDA, ZIEMBOWICZ, et al. Odours in sewerage: a description of emissions and of technical abatement measures[J]. Environments,2019,6(8):89. doi: 10.3390/environments6080089
    [18] LU F, HU T Y, WEI S Y, et al. Bioaerosolization behavior along sewage sludge biostabilization[J]. Frontiers of Environmental Science & Engineering,2020,15(3):1-14.
    [19] 李心月, 郑昀, 李洪枚, 等.城市污水处理厂空气硫化氢和氨初步健康风险评估[J]. 环境与健康杂志,2020,37(2):178-181.

    LI X Y, ZHENG Y, LI H M, et al. Health risk assessment of hydrogen sulfide and ammonia in air of municipal wastewater treatment plant[J]. Journal of Environment and Health,2020,37(2):178-181.
    [20] LIU Z Q, NIE W, PENG H T, et al. The effects of the spraying pressure and nozzle orifice diameter on the atomizing rules and dust suppression performances of an external spraying system in a fully-mechanized excavation face[J]. Powder Technology,2019,350:62-80. doi: 10.1016/j.powtec.2019.03.029
    [21] 刘建伟, 高柳堂, 韩昌福, 等.养殖场典型功能区恶臭气体处理工艺选择与工程实例[J]. 安全与环境工程,2019,26(3):109-114.

    LIU J W, GAO L T, HAN C F, et al. Process selection and engineering example of odorous gas treatment in typical functional areas of farm[J]. Safety and Environmental Engineering,2019,26(3):109-114.
    [22] YANG S B, NIE W, LÜ S S, et al. Effects of spraying pressure and installation angle of nozzles on atomization characteristics of external spraying system at a fully-mechanized mining face[J]. Powder Technology,2019,343:754-764. □ doi: 10.1016/j.powtec.2018.11.042
  • 加载中
图(3) / 表(6)
计量
  • 文章访问数:  187
  • HTML全文浏览量:  119
  • PDF下载量:  18
  • 被引次数: 0
出版历程
  • 收稿日期:  2021-06-18

目录

    /

    返回文章
    返回