碱改性粉煤灰作为坑式公厕以人工粪便为代用物消除病原体的潜在添加剂的评价

Q4 Environmental Science Journal of Solid Waste Technology and Management Pub Date : 2022-02-01 DOI:10.5276/jswtm/2022.75
Phindile Madikizela, Chidinma Iheanetu, R. Laubscher, Jonathan Britton, R. Tandlich
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引用次数: 0

摘要

在本研究中,使用碱改性粉煤灰(MFA)和未改性粉灰(unMFA)作为坑厕添加剂,从合成粪便(SF)中消除粪便大肠菌群,这些粪便被用作真正坑厕废物的替代品。X射线衍射图谱表明,莫来石和石英转变为羟基硅酸盐。两项独立的研究在七周内进行。第一项研究采用SF:MFA、SF:unMFA、SF:MFA:合成灰水(SGW)、SF:unMFA:SGW、SF:MFA:合成尿(SU)、SF:unMFA:SU和SF的处理组合(作为对照),而第二项研究分别采用SF:MVA、SF:unMFA、SF:MFA:石灰(6g)、SF:unMFA:石灰(12g)、SF:MVA:石灰(24g)、SF:unMFA:石灰(50g)的组合。两项研究的pH值均在7.07至12.38之间。实验第一天,每个实验处理的粪便大肠菌群的平均初始浓度范围为9.96 x 106至1.06 x107±2 x106 cfu/g干重。然而,它们在7天后被完全去除,在7周内没有再生,这表明粪便大肠菌群的去除水平低于所用计数技术的检测限。在第四周的第一项研究中,坑式厕所处理SF:MFA:SU(5.60 x 105±8.66 x 105 cfu/g干重)中再次出现粪便大肠菌群,然后是SF:MFA(1.78 x 105±2.89 x 105 cfug/g干重),但此后在研究的剩余时间内无法检测到(检测限为545 cfu/g SF干重)。硝酸盐浓度为零时,化学需氧量(COD)、铵、磷酸盐的浓度范围分别为6.35 x102±1.26x102–22.11 x102、0.116±0.091–21.38 x102±1.77x102和1.35x102±0.348–31.18x102±0.348 mg/g干重。总之,两项研究都表明,MFA和unMFA可以用作坑厕添加剂,用于去除病原微生物,然而,坑厕的含量可能会影响添加剂的速度和有效性,如引入SU或SGW的第一项研究所示。
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Assessment of Alkali Modified Coal Fly Ash As a Potential Pit Latrine Additive for Elimination of Pathogens Using Synthetic Faeces As Proxy
In this study, alkali modified coal fly ash (MFA) and unmodified coal fly ash (unMFA) were applied, as pit latrine additives to eliminate faecal coliforms from synthetic faeces (SF), which were used as a proxy for real pit latrine waste. The X-ray diffractogram spectrum showed that mullite and quartz were converted into hydroxysilicate. Two separate studies were run over a period of seven weeks. The first study had the treatment combinations of SF: MFA, SF: unMFA, SF: MFA: synthetic greywater (SGW), SF: unMFA: SGW, SF: MFA: synthetic urine (SU), SF: unMFA: SU and SF (as a control) while the second study consisted of the combinations of SF: MFA, SF: unMFA, SF: MFA: lime (6g), SF: unMFA: lime (12g), SF: MFA: lime (24g), SF: unMFA: lime (50g) respectively. The pH in both studies ranged between 7.07 and 12.38. The average initial concentrations of faecal coliforms from each of the experimental treatments ranged from 9.96 x 106 to 1.06 x107 ± 2 x106 cfu/g of dry weight on the first day of the experiment. However, they were removed completely after 7 days with no regrowth for a period of 7 weeks indicating removal of faecal coliforms to level below the detection limits of the enumeration technique used. On the first study on the fourth week, faecal coliforms reappeared in the pit latrine treatment SF: MFA: SU (5.60 x 105 ± 8.66 x 105 cfu/g dry weight) followed by SF: MFA (1.78 x 105 ± 2.89 x 105 cfu/g dry weight) but thereafter could not be detected (detection limit was 545 cfu/ g dry weight of SF) for the remainder of the study. The concentration of chemical oxygen demand (COD), ammonium, phosphate ranged between 6.35 x102 ± 1.26x102 – 22.11 x102, 0.116±0.091 – 21.38 x102 ± 1.77x102 and 1.35x102 ±0.348 – 31.18x102 ±0.348 mg/g of dry weight respectively while nitrate concentration was zero. In conclusion, both studies showed that MFA and unMFA can be used as pit latrine additives for the removal of pathogenic microorganisms, however, the contents of the pit latrine might have an influence on how fast and effective the additive might be as shown in the first study where SU or SGW were introduced.
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来源期刊
Journal of Solid Waste Technology and Management
Journal of Solid Waste Technology and Management Environmental Science-Waste Management and Disposal
CiteScore
0.60
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30
期刊介绍: The Journal of Solid Waste Technology and Management is an international peer-reviewed journal covering landfill, recycling, waste-to-energy, waste reduction, policy and economics, composting, waste collection and transfer, municipal waste, industrial waste, residual waste and other waste management and technology subjects. The Journal is published quarterly (February, May, August, November) by the Widener University School of Engineering. It is supported by a distinguished international editorial board.
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