全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

不同通风量对农村污泥生物干化的影响研究
Study on the Effect of Different Ventilation Rates on the Biodrying of Rural Sludge

DOI: 10.12677/AEP.2024.141024, PP. 173-180

Keywords: 农村污泥,生物干化,通风量
Rural Sludge
, Biodrying, Ventilation Quantity

Full-Text   Cite this paper   Add to My Lib

Abstract:

为实现农村污泥的减量化和资源化,采用了自主设计的农村污泥生物干化试验装置,以啤酒糟为调理剂,研究了不同通风量对农村污泥生物干化的影响效果,设3个试验堆体,采用10 min开/20 min关的间歇通风方式,其通风量分别为1.0、1.5和1.9 L/(min.kg干物质),试验周期为18 d,测定了堆体温度(平均温度、积累温度)、水分(含水率、水分去除量)、挥发性固体(VS)、pH、O2和CO2等指标,研究结果表明,当采用10 min开/20 min关的间歇通风方式,通风量为1.5 L/(min.kg干物质)时生物干化效果较理想,此时有利于堆体温度的升高、水分的去除以及VS的降解,同时发现在生物干化过程中不必对堆体的pH进行调整。
In order to achieve the reduction and resource utilization of rural sludge, a self-designed rural sludge biodrying experimental device was adopted, with beer lees as a bulking agent. The effect of different ventilation rates on rural sludge biological drying was studied. Three experimental piles were set up, and an intermittent ventilation mode of 10 min on/20 min off was adopted, with ven-tilation rates of 1.0, 1.5, and 1.9 L/(min. kg dry matter), respectively. The experimental period was 18 days. The temperature (average temperature and accumulation temperature), moisture content (moisture content and moisture removal amount), volatile solids (VS), pH, O2, and CO2 were measured. The research results showed that the best drying effect was achieved when the ventila-tion rate was 1.5 L/(min. kg dry matter), which was conducive to the increase of reactor tempera-ture, removal of moisture, and degradation of VS. At the same time, it was found that the pH of the reactor did not need to be adjusted during the biodrying process.

References

[1]  颜瑾, 李燕, 熊仁, 等. 农村不同类型有机固体废弃物混合堆肥配比优化[J]. 环境工程学报, 2018, 12(7): 2106-2113.
[2]  谢敏, 吴鑫, 王霄, 等. 农村剩余污泥脱水优化[J]. 环境工程, 2021, 39(6): 15-20.
[3]  徐一啸. 农村污泥处理方法研究进展综述[J]. 广东化工, 2018, 45(18): 91-92.
[4]  栾奕, 陈晨, 薛莲, 等. 城市污水厂污泥资源化利用途径的研究[J]. 资源节约与环保, 2015(4): 49.
[5]  陈群玉. 污泥生物干化研究现状[J]. 中国资源综合利用, 2011, 29(2): 35-38.
[6]  Ramirez, A.A., Godbout, S., Leveillee, F., et al. (2012) Effect of Temperature and Air Flow Rate on Carbon and Nitrogen Compounds Changes during the Biodrying of Swine Manure in Order to Produce Combustible Biomasses. Journal of Chemical Technology and Biotechnology, 87, 831-836.
https://doi.org/10.1002/jctb.3744
[7]  Cai, L., Chen, T.B., Gao, D., et al. (2016) Bacterial Communities and Their Association with the Bio-Drying of Sewage Sludge. Water Research, 90, 44-51.
https://doi.org/10.1016/j.watres.2015.12.026
[8]  费颖超. 污泥生物干化过程的研究[D]: [硕士学位论文]. 沈阳: 沈阳建筑大学, 2014: 15-21.
[9]  Zhang, D.Q., He, P.J., Yu, L.Z., et al. (2009) Effect of Inoculation Time on the Bio-Drying Performance of Combined Hydrolytic-Aerobic Process. Bioresource Technology, 100, 1087-1093.
https://doi.org/10.1016/j.biortech.2008.07.059
[10]  Cai, L., Chen, T.B., Gao, D., et al. (2013) Influence of Forced Air Volume on Water Evaporation during Sewage Sludge Bio-Drying. Water Research, 47, 4767-4773.
https://doi.org/10.1016/j.watres.2013.03.048
[11]  Zhao, L., Gu, W.M., He, P.J., et al. (2010) Effect of Air-Flow Rate and Turning Frequency on Bio-Drying of Dewatered Sludge. Water Research, 44, 6144-6152.
https://doi.org/10.1016/j.watres.2010.07.002
[12]  Huilinir, C. and Villegas, M. (2015) Simultaneous Effect of Initial Moisture Content and Airflow Rate on Biodrying of Sewage Sludge. Water Research, 82, 118-128.
https://doi.org/10.1016/j.watres.2015.04.046
[13]  Colomer-Mendoza, F.J., Herrera-Prats, L., Robles-Martínez, F., et al. (2013) Effect of Airflow on Biodrying of Gardening Wastes in Reactors. Journal of Environmental Sciences, 25, 865-872.
https://doi.org/10.1016/S1001-0742(12)60123-5
[14]  Navaee-Ardeh, S., Bertrand, F. and Stuart, P.R. (2006) Emerging Biodrying Technology for the Drying of Pulp and Paper Mixed Sludges. Drying Technology, 24, 863-878.
https://doi.org/10.1080/07373930600734026
[15]  Zawadzka, A., Krzystek, L., Stolarek, P., et al. (2010) Biodrying of Organic Fraction of Municipal Solid Wastes. Drying Technology, 28, 1220-1226.
https://doi.org/10.1080/07373937.2010.483034

Full-Text

comments powered by Disqus

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133

WeChat 1538708413