Pilot scale demonstration of an underground biological aerated filter for rural wastewater treatment in a protected area

被引:3
|
作者
Zhang, Rui [1 ]
Yang, Xuetong [1 ,3 ]
Buehler, Devi [1 ,4 ]
van Oirschot, Dion [2 ]
Martens, Mireille [2 ,5 ]
Van Hulle, Stijn W. H. [1 ]
Rousseau, Diederik P. L. [1 ]
机构
[1] Univ Ghent, Dept Green Chem & Technol, Lab Ind Water & EcoTechnol LIWET, Campus Kortrijk,Sint Martens Latemlaan 2B, B-8500 Kortrijk, Belgium
[2] Rietland BV, Aertselaerstr 70,Minderhout, B-2322 Hoogstraten, Belgium
[3] Chinese Acad Sci, Inst Proc Engn, State Key Lab Multi Phase Complex Syst, Beijing 100190, Peoples R China
[4] Zurich Univ Appl Sci, Inst Nat Resource Sci, Gruentalstr 22, CH-8820 Zurich, Switzerland
[5] HZ Univ Appl Sci, Water Technol, Vlissingen, Netherlands
关键词
Decentralized water system; Campsite wastewater; Water re-use; Earthwork restriction; Phytoparking; Nature-based solutions; CONSTRUCTED WETLANDS; PERFORMANCE; REMOVAL; MEDIA; MANURE; LECA; SOIL;
D O I
10.1016/j.jwpe.2024.105603
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The availability of land is one of the advantages of rural wastewater treatment. However, this advantage may be absent in protected areas. The objective of this study is to showcase pilot-scale wastewater treatment approaches specifically tailored to address challenges presented by these unique circumstances. The demonstration case presented here involves a rural campsite where ground works are restricted. A pilot-scale decentralized system that includes a rainwater recycling system for potable water production (2 -3 m 3 /d) and an underground biological aerated filter for wastewater treatment was installed. The biological aerated filter was built under a parking area (a so-called Phytoparking (R) system) and did as such not use additional ground surface. The Phytoparking with an area of 44 m 2 was operated for 7 months and a total of 220 m 3 grey water and 127 m 3 black water was treated. Good pollutants removal efficiency was achieved for total suspended solids (93 %), COD (93 %), NH 4 + -N (93 %), TP (99 %), E. coli (log reduction 4.3) and total coliforms (log reduction 2.4). The potential wastewater reuse is not only about technological concern but also social acceptable concern. Therefore, the campsite customers' acceptance level of this system and the reused water were surveyed by a questionnaire. Based on the results of the study's pollutant removal efficiency and questionnaire responses, it can be concluded that local and/or decentralized water treatment and reuse systems were perceived positively.
引用
收藏
页数:9
相关论文
共 50 条
  • [21] A Hybrid Treatment System Combining Enforced Diatomite Process Followed by Biological Aerated Filters for Wastewater Treatment
    Wang Weiliang
    2011 INTERNATIONAL CONFERENCE OF ENVIRONMENTAL SCIENCE AND ENGINEERING, VOL 12, PT A, 2012, 12 : 79 - 86
  • [22] Study and application of biological-aerated filter (BAF) in soybean protein advanced wastewater treatment
    Li, Zhou
    Gao, Baoyu
    Yue, Qinyan
    DESALINATION AND WATER TREATMENT, 2013, 51 (16-18) : 3248 - 3256
  • [23] Combined ozone oxidation and biological aerated filter processes for treatment of cyanide containing electroplating wastewater
    Cui, Jiaqi
    Wang, Xiaojun
    Yuan, Yanlei
    Guo, Xunwen
    Gu, Xiaoyang
    Jian, Lei
    CHEMICAL ENGINEERING JOURNAL, 2014, 241 : 184 - 189
  • [24] Biological aerated filter applied to advanced treatment of ammonia nitrogen in wastewater from hair products
    Tang, Guomin
    Cao, Peng
    Wang, Shuang
    Chen, Yun
    SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 : 644 - +
  • [25] Combined Reduction/Precipitation, Chemical Oxidation, and Biological Aerated Filter Processes for Treatment of Electroplating Wastewater
    Shi, Huichun
    Li, Jijun
    Shi, Dewei
    Shi, Huijing
    Feng, Bin
    Li, Wei
    Bai, Yongping
    Zhao, Jun
    He, Aihong
    SEPARATION SCIENCE AND TECHNOLOGY, 2015, 50 (15) : 2303 - 2310
  • [26] Biological aerated filter treated washing wastewater for reuse using ozonation as a pre-treatment
    Wang Xiaojun
    Chen Sili
    Gu Xiaoyang
    Xiao Jin
    ADVANCES IN CHEMICAL TECHNOLOGIES FOR WATER AND WASTEWATER TREATMENT, 2008, : 517 - 523
  • [27] Combination of ozonation, activated carbon, and biological aerated filter for advanced treatment of dyeing wastewater for reuse
    Zou, Xiao-ling
    ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2015, 22 (11) : 8174 - 8181
  • [28] Upflow anaerobic sludge blanket and aerated constructed wetlands for swine wastewater treatment: a pilot study
    Masi, F.
    Rizzo, A.
    Martinuzzi, N.
    Wallace, S. D.
    Van Oirschot, D.
    Salazzari, P.
    Meers, E.
    Bresciani, R.
    WATER SCIENCE AND TECHNOLOGY, 2017, 76 (01) : 68 - 78
  • [29] The Treatment of Aquaculture Wastewater with Biological Aerated Filters: From the Treatment Process to the Microbial Mechanism
    Ding, Jiafeng
    Meng, Yunjuan
    Lu, Shihuan
    Peng, Yiwen
    Yan, Wen
    Li, Wenbing
    Hu, Jinchun
    Ye, Ting
    Zhong, Yuchi
    Zhang, Hangjun
    TOXICS, 2023, 11 (06)
  • [30] Ammonium nitrogen removal characteristics of zeolite media in a Biological Aerated Filter (BAF) for the treatment of textile wastewater
    Chang, Won-Seok
    Tran, Hung-Thuan
    Park, Doo-Hyun
    Zhang, Rui-Hong
    Ahn, Dae-Hee
    JOURNAL OF INDUSTRIAL AND ENGINEERING CHEMISTRY, 2009, 15 (04) : 524 - 528