• Open access
  • Published: 03 February 2020

Effectiveness of wastewater treatment systems in removing microbial agents: a systematic review

  • Zahra Aghalari 1 ,
  • Hans-Uwe Dahms 2 , 3 , 4 ,
  • Mika Sillanpää 5 ,
  • Juan Eduardo Sosa-Hernandez 6 &
  • Roberto Parra-Saldívar 6  

Globalization and Health volume  16 , Article number:  13 ( 2020 ) Cite this article

46k Accesses

75 Citations

2 Altmetric

Metrics details

Due to unrestricted entry of wastewater into the environment and the transportation of microbial contaminants to humans and organisms, environmental protection requires the use of appropriate purification systems with high removal efficiency for microbial agents are needed. The purpose of this study was to determine the efficacy of current wastewater treatment systems in removing microbes and their contaminants.

A systematic review was conducted for all articles published in 5 Iranian environmental health journals in 11 years. The data were collected according to the inclusion and exclusion criteria and by searching the relevant keywords in the articles published during the years (2008–2018), with emphasis on the efficacy of wastewater treatment systems in removing microbial agents. Qualitative data were collected using a preferred reporting items for systematic reviews and meta-analyzes (PRISMA) standard checklist. After confirming the quality of the articles, information such as the name of the first author and the year of publication of the research, the type of study, the number of samples, the type of purification, the type of microbial agents and the rate of removal of microbial agents were entered into the checklist. Also the removal rates of the microbial agents mentioned in the studies were compared with united states environmental protection agency (US-EPA) standards.

In this study, 1468 articles retrieved from 118 issues of 5 environmental health journals were reviewed. After reviewing the quality of the articles in accordance with the research objectives, 14 articles were included in the study that were published between 2010 and 2018. In most studies, two main indicators Total coliforms and Fecal coliforms in wastewater were investigated. Removing fungi and viral contamination from wastewater was not found in any of the 14 studies. Different systems (activated sludge, stabilization ponds, wetlands, and low and medium pressure UV disinfection systems were used to remove microbial agents in these studies. Most articles used active sludge systems to remove Total coliforms and Fecal coliforms , which in some cases were not within the US-EPA standard. The removal of Cysts and Parasitic eggs was only reporte from stabilization pond systems (SPS) where removal efficiency was found in accordance with US-EPA standards.

Conclusions

Different types of activated sludge systems have higher efficacy to remove microbial agents and are more effective than other mentioned systems in removing the main indicators of sewage contamination including Total coliforms and Fecal coliforms . However, inappropriate operation, maintenance and inadequate handling of activated sludge can also reduce its efficiency and reduce the removal of microbial agents, which was reported in some studies. Therefore, it is recommended to conduct research on how to improve the operation, maintenance, and proper management of activated sludge systems to transfer knowledge to users of sludge systems and prevent further health issues related to microbial agents.

Introduction

Due to hazardous impacts of municipal, industrial and hospital wastewater on water, soil, air and agricultural products, wastewater treatment and the proper disposal of the sludge produced are indispensable from an environmental safety point of view [ 1 , 2 ]. Economically, effective wastewater treatment has important effects on saving water, and preventing unnecessary water losses [ 3 ]. In arid and semiarid countries such as Iran, the water demand has increased and annual rainfall is low also in regions of North Africa, Southern Europe, and in large countries such as Australia and the United States. Consequently, reuse of sewage is the most sustainable and long-term solution to the problem of water scarcity [ 4 , 5 ]. In the next 30 years, the world’s population will increase by more than double. Due to population growth, the amount of water available in 1960 was reduced to 3300 cubic meters and in 1995 it was reduced to 1250 cubic meters. This trend is projected to decrease to 650 cubic meters worldwide by 2025 [ 6 ]. Due to this water shortage crisis, water from wastewater treatment need to be reused increasingly in the near future [ 6 ]. Wastewater reuse requires treatment and application of appropriate wastewater treatment systems [ 7 ]. In recent years, increased research has been done on wastewater treatment using simple, low-cost, easy-to-use methods in developing countries [ 8 , 9 ]. Systems and processes such as activated sludge, aerated lagoons, stabilization ponds, natural and synthetic wetlands, trickling filters, rotating biological contactors (RBCs) have been used for wastewater treatment and removal of physical, chemical and biological contaminants [ 10 , 11 ]. Among different contaminants of wastewater, microbial agents becoming increasingly important and their removal efficiency should be reported in different wastewater treatment systems [ 12 , 13 ]. Biological contaminants in wastewater are different types of bacteria ( Fecal coliforms and Escherichia coli , Salmonella , Shigella , Vibrio cholerae ), diverse Parasite cysts and eggs , viruses and fungi. All of them can be hazardous to environmental and human health depending on the type and amount [ 14 , 15 ]. For example, bacteria in wastewater cause cholera, typhoid fever, and tuberculosis, viruses can cause hepatitis, and protozoa can cause dysentery [ 16 , 17 ]. Many microbial agents attached to suspended solids in wastewater if inadequately treated and wastewater discharge into the environment, such as river water, green space, and crops, put humans and aquatic organisms at risk [ 18 , 19 ]. Therefore, utilization of appropriate wastewater treatment systems tailored to a variety of microbial agents is essential to achieve as complete as possible elimination of biological agents. For example, in the study of Sharafi et al., (2015) with the aim of determining the removal efficiency of parasites from wastewater using a wetland system, the removal rates of protozoan cysts and Parasite eggs were 99.7 and 100%, respectively [ 20 ]. Okoh, et.al. (2010) reported that activated sludge processes, oxidation pools, activated carbon filtration, lime and chlorination coagulation eliminated removed 50–90% of wastewater viruses [ 21 ]. Wastewater from wastewater treatment plants, is used in Iran without restrictions and controls like in many other countries. Therefore, it is necessary to employ proper sewage treatment systems, before water can be publicly used such as for irrigation. This study is focusing on the efficacy of different wastewater treatment systems in removing microbial agents.

Study protocol

This systematic review study was carried out to determine the efficacy of wastewater treatment systems in the removal of microbial agents (bacteria, parasites, viruses, and fungi) by searching all articles published in 5 Iranian Journals of Environmental Health. The data were collected by referring to the specialized site of each journal, from the beginning of 2008 to the latest issue of 2018. Reviewed journals included; Iranian Journal of Health and Environment (IJHE), Journal of Environmental Health Engineering (JEHE), Journal of Research in Environmental Health (JREH), and two English-language journals, Environmental Health Engineering and Management Journal (EHEMJ), Journal of Environmental Health Science and Engineering (JEHSE).

Search strategy

Inquired information was collected by searching for keywords on the sites of Iranian specialty health journal. Key words included; ‘waste water’ OR ‘waste-water’ OR ‘wastewater treatment’ OR ‘effluent’ OR ‘sewage’ OR ‘sewage treatment’ OR ‘sewage disposal’ OR ‘wastewater disposal’ AND ‘treat’ OR ‘remove’ AND ‘microb’ AND ‘pathogen’ AND ‘bacteria’ AND ‘virus’ AND ‘parasite’ AND ‘FCs’ OR ‘Fecal coliforms ’ AND ‘Iran’.

A manual search was performed by checking all published articles. This way, the abstracts of all published articles were reviewed over the period of 11 years between 2008 and 2018.

Inclusion criteria

Inclusion criteria for this study included the year of publication, type of wastewater samples (municipal wastewater, domestic wastewater, hospital wastewater), number of samples (more than 5 wastewater samples), treatment procedures (different types), state the required and mention the type of purification (type of treatment, type of microbial agents, amount or percentage of microbial agents removed).

Exclusion criteria

Exclusion criteria for this study were: lack of access to the full article, inappropriate subject matter, inadequacy of the method of treatment and purification, lack of expression of the type of microbial agents removed, review studies, and letters to the editor.

Quality assessment articles

This study is based on standard checklist PRISMA (Preferred Reporting Items for Systematic Reviews and Meta-analyzes). The US-based National Institute of Health Quality Assessment Tool for Observational Cohort and Cross-Sectional Studies [ 22 ] for qualitative studies was used. This checklist is made based on the following criteria: Yes, No, cannot determine, Not applicable, and Not reported. It has eliminated the scoring problems. The checklist included 14 questions that were used for research purposes, samples, inclusion and exclusion criteria, findings, results and publication period of each of the 14 articles (Table  1 ).

Extract information from articles

In order to extract information, all articles were evaluated independently by two reviewers based on inclusion and exclusion criteria. Both reviewers eventually summarized the information and in cases where the information was inconsistent a third reviewer’s comments was used. The information extracted from the articles was included in the researcher’s checklist for qualitative approval and used in other prior author studies of this paper [ 23 , 24 , 25 ]. The checklist included the name of the first author, the year of publication of the research, the type of study, the number of samples, the type of purification, the type of microbial agents and the rate of microbial removal. Additionally, the removal rates of the microbial agents mentioned in the studies were compared with US-EPA standards [ 26 , 27 ] (Table  2 ).

Search results

In this study, 1468 articles related to 118 issues of 5 environmental health journals were reviewed. In the first phase of the search process, 216 articles on wastewater treatment were identified. Then, 196 inappropriate and irrelevant articles were excluded for the purpose of the study. Finally, after reviewing the information and quality of the articles, 14 articles were eligible for systematic review (Fig.  1 ).

figure 1

Flowchart describing the study design

Descriptive results of articles

Of the 14 articles reviewed, the largest number of articles (9 articles; 64.2%) were published between 2014 and 2018. Most of the experiments were carried out on wastewater samples in Tehran (28.58%). In total, studies were conducted in 10 cities of Iran (Fig.  2 ).

figure 2

Cities selected for wastewater sampling in 14 articles

Concerning the type of microbial agents, it was found that a total of 14 articles have eliminated types of bacteria and parasites from municipal, hospital and industrial wastewater (Fig.  3 ). In 11 articles, two main microbial indices ( Total coliforms and Fecal coliforms ) were used as bioindicators to evaluate the efficacy of the wastewater treatment systems (Fig. 3 ).

figure 3

Types of microbial agents removed in wastewater based on the articles

Quality assessment of articles

The qualitative results of the articles showed that most of the studies were of good quality but in many articles the method of determination of sample size (Q5) was not specified. In the articles, participation rate of eligible persons, inclusion and exclusion criteria, exposure (s) were evaluated more than once, and blinding of participant exposure status was not relevant and not applicable (Q10, Q4, Q3 and Q12) (Table  3 ).

Article features

Articles on the efficacy of a variety of purification systems for the removal of microbial agents were published between 2010 and 2018. All studies don in the laboratory. The largest sample size was related to Derayat et al., 2011 [ 30 ] in Kermanshah with 120 wastewater samples. Wastewater studies were carried out in different cities of North, East, West and Central Iran. Most studies have investigated bacterial factors in wastewater and the efficacy of removing fungi and viral contamination in wastewater was not found in any study (Table  4 ). In most articles, the type of sewage treatment system was activated sludge. For example were the removal rates of microbial agents in wastewater investigated in the study by Derayat et al., 2011 [ 30 ], Baghapour et al., 2013 [ 31 ] and Nahavandi et al., 2015 [ 37 ] on Conventional Activated Sludge, Ghoreishi et al., 2016 [ 38 ] on extended aeration activated sludge (Table 4 ).

Evaluation of the removal of microbial agents in accordance with US-EPA standards showed that in some articles the removal of Total coliforms and Fecal coliforms was not within acceptable ranges. For example, in the study of Ghoreishi et al., 2016 [ 38 ], although several different systems were used to remove Total coliforms, eimination efficiency never reached US-EPA standards. Moreover, the activated sludge process did not have the efficiency to remove Parasitic eggs as reported in the study by Nahavandi et al., 2015 [ 37 ] (Table 4 ).

Examination of microbial removal rates in the study of Ghoreishi et al., 2016 [ 38 ] that none of the Total Coliforms removal was US-EPA standard although both extended aeration activated sludge and conventional activated sludge systems were used to remove Total coliforms . The US-EPA standard for Total coliforms removal is 1000 MPN/100 mL, and wastewater showing this amount of Total coliforms is capable of being discharged into the receiving waters [ 26 , 27 ]. A study by Paiva et al., 2015 on domestic wastewater in tropical Brazil also showed that removal of Total coliforms through the use of activated sludge was not a desirable remediation method [ 42 ]. The reason for the poor performance of activated sludge to remove Total coliforms can be attributed to factors such as management problems and operation of the activated sludge system, which results in the production of bulk waste and sludge. This problem is one of the most important disadvantages of activated sludge systems and should be addressed once a month by experienced staff and monitoring experts to correct it. Overall, different activated sludge systems are the best choice for this type of wastewater due to the amount of municipal wastewater pollutants because of high purification efficiency to reduce biochemical oxygen demand (BOD 5 ) [ 43 , 44 ].

Removal of Cysts and Parasitic eggs in the study of Derayat et al., (2011), which used stabilization pond systems, was reported as being in accordance with US-EPA standards [ 30 ]. A study by Amahmid et al. (2002) aimed at the treatment of municipal wastewater with a stabilized pond system in Morocco showing that Cyst and Parasitic egg removal efficiency was 100% and that the pond system showed a proper performance [ 45 ]. A large number of stabilized pond systems were been constructed and used in countries such as the United States, New Zealand, India, Pakistan, Jordan and Thailand [ 3 ]. In Iran, a number of these systems were constructed for the treatment of wastewater in Arak, Gilan West and Isfahan [ 46 ]. Stabilization ponds have a high acceptability due to their simplicity of operation, and lack of mechanical and electrical equipment compared to other sewage treatment systems, their high efficiency in removing pathogenic organisms [ 47 ]. A major drawback for stabilization ponds is the need for extensive land, the low quality of effluents due to the presence of algae, and odor production that limits the use of this type of treatment system near habitated areas. To improve the quality of resulting effluents, chemical compounds need to be consolidated, such as by coagulation and the application of microstrainers, stabilization ponds and rock filters [ 47 , 48 ].

As for wetlands by Karimi et al. (2014) on Fecal coliforms , Escherichia coli and Fecal streptococci show that wetlands did not perform well to remove microbial agents (removal rate for Fecal coliforms 1.13 × 1014 MPN/100 mL and Escherichia coli 5.03 × 1012 MPN/100 mL) [ 34 ]. In a study by Decamp et al. (2000), the mean removal of Escherichia coli through the wetland was 41 to 72% at the in situ scale and 96.6 to 98.9% at the experimental scale [ 49 ]. In the study of Evanson et al. (2006), Fecal coliforms removal rate was 82.7 to 95.99% [ 50 ]. Removal of Total coliforms and Fecal coliforms in the wetlands is done by various biological factors such as nematodes, protozoa, bacterial activity, bacteriophage production, chemical factors, oxidation reactions, bacterial uptake and toxicity [ 51 ] and the interference in each of these (microbial communities) will affect the rate of removal of Total coliforms and other microbial agents. Removal of pathogens such as Escherichia coli and Cryptosporidium was also performed in wetlands but is often not in compliance with environmental standards [ 52 ]. In addition, although wetlands are economical and widely used in wastewater treatment systems because of easy to operate, maintain, and operate at a low price [ 53 , 54 , 55 ], but they don’t seem to be a good option for removing all of the microbial agents.

In a study by Hashemi, et.al. (2010) on UV disinfection system included low pressure (LP) and UV disinfection system including medium pressure (MP) to remove Total coliforms , Fecal coliforms and Fecal streptococci. All investigated microbial agents were completely eliminated [ 28 ]. However, it was reported that the direct disinfection of secondary effluents with LP and MP systems and even their integration due to high concentrations of suspended solids was not possible. Therefore, disinfection of wastewater with UV irradiation requires higher effluent quality through improved system utilization or application of an advanced treatment plant prior to disinfection [ 28 ]. In 1988, about 300 and in 2004 about 4300 sewage treatment plants in the United States, (that are more than 20% of filtration plants) used a UV system for wastewater disinfection. The number of wastewater treatment plants having UV systems has increased in the US, Europe and East Asia. This trend is expected to expand further in the coming decades. Although the use of UV radiation for wastewater disinfection has many potential advantages, it also has disadvantages in terms of cost, lamp deposition, and the possible reactivation of targeted pathogenic microorganisms after treatment [ 56 ]. Wastewater treatment professionals should therefore be aware of new replacement processes and perform pilot scale assessments prior to changing treatment processes.

One of the strengths of this study is addressing the efficacy of wastewater treatment systems by comparing the removal efficiency of various microbial agents that have received little attention as yet. In most studies, only one type of system for removing different physical, chemical and microbial contaminants in a single type of wastewater was investigated and it was not possible to compare the removal efficiency of microbial agents. One of the limitations of this study was the lack of reviewing published articles on wastewater treatment systems in other than the 5 Iranian journals. This limitation, however, might be negligible because the research on wastewater treatment was done by environmental health professionals. Therefore, most studies in this area are published in specialized environmental health journals.

Different types of activated sludge systems have better efficacy to remove microbial agents and are more effective than other systems in removing the main indicators of sewage contamination including Total coliforms and Fecal coliforms . However, inappropriate operation, maintenance and inadequate handling of activated sludge can also reduce the efficiency of microbial agent removal, which has been reported in some studies. Therefore, it is recommended to conduct research on how to increase the operation, maintenance and proper management of activated sludge systems and provide the results to utility personnel responsible to work with this system in order to correct the system quality output in a timely manner. In future research, it is recommended that employed treatment methods integrate two or more purification systems, which then could more effectively remove microbial agents. Additionally, the reports of removal efficiency should include each of the indicated microbes so that health and environmental professionals can make better decisions about using the systems or prevent future eventualities.

Availability of data and materials

Not applicable.

Abbreviations

Anaerobic baffled reactor

Biochemical Oxygen Demand

Environmental Health Engineering and Management Journal

Fluidized Bed Reactor

Iranian Journal of Health and Environment

Journal of Environmental Health Engineering

Journal of Environmental Health Science and Engineering

Journal of Research in Environmental Health

Low pressure

Medium pressure

Most Probable Number

Preferred Reporting Items for Systematic Reviews and Meta-analyzes

Rotating Biological Contactors

Stabilization Pond Systems

United States Environmental Protection Agency

Ultraviolet

Qu X, Zhao Y, Yu R, Li Y, Falzone C, Smith G, Ikehata K. Health effects associated with wastewater treatment, reuse, and disposal. Water Environ Res. 2016;88(10):1823–55. https://doi.org/10.2175/106143016X14696400495776 .

Article   CAS   PubMed   Google Scholar  

Choudri BS, Charabi Y, Ahmed M. Health effects associated with wastewater treatment, Reuse and Disposal. Water Environ Res. 2018;90(10):1759–76. https://doi.org/10.2175/106143018X15289915807425 .

Zhang QH, Yang WN, Ngo HH, Guo WS, Jin PK, Dzakpasu M, Yang SJ, Wang Q, Wang XC, Ao D. Current status of urban wastewater treatment plants in China. Environ Int. 2016;92-93:11–22. https://doi.org/10.1016/j.envint.2016.03.024 .

Nzila A, Razzak SA, Zhu J. Bioaugmentation: an emerging strategy of industrial wastewater treatment for reuse and discharge. Int J Environ Res Public Health. 2016;13(9):846. https://doi.org/10.3390/ijerph13090846 .

Article   CAS   PubMed Central   Google Scholar  

Norton-Brandao D, Scherrenberg SM, van Lier JB. Reclamation of used urban waters for irrigation purposes—a review of treatment technologies. J Environ Manag. 2013;122:85–98. https://doi.org/10.1016/j.jenvman.2013.03.012 .

Article   CAS   Google Scholar  

Abdel-Raouf N, Al-Homaidan AA, Ibraheem IB. Microalgae and wastewater treatment. Saudi J Biol Sci. 2012;19(3):257–75. https://doi.org/10.1016/j.sjbs.2012.04.005 .

Article   CAS   PubMed   PubMed Central   Google Scholar  

Jaffar Abdul Khaliq S, Ahmed M, Al-Wardy M, Al-Busaidi A, Choudri BS. Wastewater and sludge management and research in Oman: an overview. J Air Waste Manag Assoc. 2017;67(3):267–78. https://doi.org/10.1080/10962247.2016.1243595 .

Kelessidis A, Stasinakis AS. Comparative study of the methods used for treatment and final disposal of sewage sludge in European countries. Waste Manag. 2012;32(6):1186–95. https://doi.org/10.1016/j.wasman.2012.01.012 .

Masciandaro G, Iannelli R, Chiarugi M, Peruzzi E. Reed bed systems for sludge treatment: case studies in Italy. Water Sci Technol. 2015;72(7):1043–50. https://doi.org/10.2166/wst.2015.309 .

Chen HJ, Lin YZ, Fanjiang JM, Fan C. Microbial community and treatment ability investigation in AOAO process for the optoelectronic wastewater treatment using PCR-DGGE biotechnology. Biodegradation. 2013;24(2):227–43. https://doi.org/10.1007/s10532-012-9579-0 .

Zhang B, Yu Q, Yan G, Zhu H, Xu XY, Zhu L. Seasonal bacterial community succession in four typical wastewater treatment plants: correlations between core microbes and process performance. Sci Rep. 2018;8(1):4566. https://doi.org/10.1038/s41598-018-22683-1 .

Wang M, Shen W, Yan L, Wang XH, Xu H. Stepwise impact of urban wastewater treatment on the bacterial community structure, antibiotic contents, and prevalence of antimicrobial resistance. Environ Pollut. 2017;231(Pt 2):1578–85. https://doi.org/10.1016/j.envpol.2017.09.055 .

Park JH, Kim YJ, Binn- K, Seo KH. Spread of multidrug-resistant Escherichia coli harboring integron via swine farm waste water treatment plant. Ecotoxicol Environ Saf. 2018;149:36–42. https://doi.org/10.1016/j.ecoenv.2017.10.071 .

Grandclément C, Seyssiecq I, Piram A, Wong-Wah-Chung P, Vanot G, Tiliacos N, Roche N, Doumenq P. From the conventional biological wastewater treatment to hybrid processes, the evaluation of organic micropollutant removal: a review. Water Res. 2017;111:297–317. https://doi.org/10.1016/j.watres.2017.01.005 .

Osuolale O, Okoh A. Human enteric bacteria and viruses in five wastewater treatment plants in the Eastern Cape, South Africa. J Infect Public Health. 2017;10(5):541–7. https://doi.org/10.1016/j.jiph.2016.11.012 .

Article   PubMed   Google Scholar  

Ajonina C, Buzie C, Rubiandini RH, Otterpohl R. Microbial pathogens in wastewater treatment plants (WWTP) in Hamburg. J Toxicol Environ Health A. 2015;78(6):381–7. https://doi.org/10.1080/15287394.2014.989626 .

Jaromin-Gleń K, Kłapeć T, Łagód G, Karamon J, Malicki J, Skowrońska A, Bieganowski A. Division of methods for counting helminths' eggs and the problem of efficiency of these methods. Ann Agric Environ Med. 2017;24(1):1–7. https://doi.org/10.5604/12321966.1233891 .

Naidoo S, Olaniran AO. Treated wastewater effluent as a source of microbial pollution of surface water resources. Int J Environ Res Public Health. 2013;11(1):249–70. https://doi.org/10.3390/ijerph110100249 .

Okeyo AN, Nontongana N, Fadare TO, Okoh AI. Vibrio species in wastewater final effluents and receiving watershed in South Africa: implications for public health. Int J Environ Res Public Health. 2018;15(6):1266. https://doi.org/10.3390/ijerph15061266 .

Sharafi K, Moradi M, Azari A, Sharafi H, Pirsaheb M. Comparative evaluation of parasitic removal in municipal wastewater using constructed wetland and extended aeration–activated sludge system in Kermanshah province, Iran. Inter J Health Life Sci. 2016;2(1):16–21.

Article   Google Scholar  

Okoh AI, Sibanda T, Gusha SS. Inadequately treated wastewater as a source of human enteric viruses in the environment. Int J Environ Res Public Health. 2010;7(6):2620–37. https://doi.org/10.3390/ijerph7062620 .

National heart, lung, and blood institute. Study Quality Assessment Tools. Available from: https://www.nhlbi.nih.gov/health-topics/study-quality-assessment-tools (Accessed 30 July 2019).

Tirgar A, Sajjadi SA, Aghalari Z. The status of international collaborations in compilation of Iranian scientific articles on environmental health engineering. Glob Health. 2019;15(1):17. https://doi.org/10.1186/s12992-019-0460-3 .

Tirgar A, Aghalari Z. Scientific achievements of medical journals in occupational accidents. HDQ. 2018;3(4):179–84. https://doi.org/10.32598/hdq.3.4.179 .

Aghalari Z, Tirgar A. Topics of disasters in scientific outputs of medical sciences: a cross-sectional study. HDQ. 2017;2(2):47–52. https://doi.org/10.18869/nrip.hdq.2.2.47 .

USEPA. Land application of sewage sludge: A guide for land appliers on the requirements of the federal standards for the use or disposal of sewage sludge, 40 CFR Part 503. Washington DC: Office of Enforcement and Compliance Assurance, United States Environmental Protection Agency; 1994. Report No.: EPA/831-B-93-002b

Google Scholar  

EPA. Environmental guidelines: Use and disposal of biosolids products. Sydney: Waters & Catchments Policy Section, Environmental Policy Branch, Environment Protection Authority; 2000. Report No.: EPA 97/62

Hashemi H, Amin M, Bina B, Movahedian Attar H, Farrokhzadeh H. Survey on possibility of Disinfection of Isfahan North Wastewater Treatment Plant Effluent by Low and Medium Pressure Ultraviolet Systems in Pilot ScaleSystems in Pilot Scale. Iranian J Health Environ 2010; 3 (1):47–58. http://ijhe.tums.ac.ir/browse.php?a_id=134&sid=1&slc_lang=en

Banejad H, Yazdani V, Rahmani A, Mohajeri S, Olyaie E. Possibility of Using Moringa Peregrina Seeds Compared with Alum and Poly Aluminum Chloride in Sewage Treatment. Iranian J Health Environ. 2010;3(3):251–60 http://ijhe.tums.ac.ir/browse.php?a_id=106&sid=1&slc_lang=en .

Derayat J, Almasi A, Sharafi K, Meskini H, Dargahi A. The Efficiency Comparison of Conventional Activated Sludge and Stabilization Pond Systems in Removal of Cysts and Parasitic Eggs (A case Study: Kermanshah and Gilangharb Wastewater Treatment Plants). Iranian J Health Environ. 2011;4(2):181–8 http://ijhe.tums.ac.ir/browse.php?a_id=74&sid=1&slc_lang=en .

Baghapour MA, Nasseri S, Djahed B. Evaluation of shiraz wastewater treatment plant effluent quality for agricultural irrigation by Canadian water quality index (CWQI). Iranian J Environ Health Sci Eng. 2013;10(1):27. https://doi.org/10.1186/1735-2746-10-27 .

Safari GH, Yetilmezsoy K, Mahvi AH, Zarrabi M. Post-treatment of secondary wastewater treatment plant effluent using a two-stage fluidized bed bioreactor system. J Environ Health Sci Eng. 2013;11(1):10. https://doi.org/10.1186/2052-336X-11-10 .

Navidjouy N, Jalali M, Khorsandi H, Movahedian H. Study of Sludge Processing Units Efficiency in North IsfahanWastewater Treatment Plant to Remove Listeria Species. Iranian J Health Environ. 2014;7(1):65–72 http://ijhe.tums.ac.ir/browse.php?a_id=5295&sid=1&slc_lang=en .

Karimi B, Ehrampoush MH, Jabary H. Indicator pathogens, organic matter and LAS detergent removal from wastewater by constructed subsurface wetlands. J Environ Health Sci Eng. 2014;12(1):52. https://doi.org/10.1186/2052-336X-12-52 .

Article   PubMed   PubMed Central   Google Scholar  

Aslani H, Nabizadeh R, Alimohammadi M, et al. Disinfection of raw wastewater and activated sludge effluent using Fenton like reagent. J Environ Health Sci Eng. 2014;12(1):149. https://doi.org/10.1186/s40201-014-0149-8 .

Jamshidi S, Akbarzadeh A, Woo KS, Valipour A. Wastewater treatment using integrated anaerobic baffled reactor and Bio-rack wetland planted with Phragmites sp. and Typha sp. J Environ Health Sci Eng. 2014;12(1):131. https://doi.org/10.1186/s40201-014-0131-5 .

Hatam-Nahavandi K, Mahvi AH, Mohebali M, Keshavarz H, Mobedi I, Rezaeian M. Detection of parasitic particles in domestic and urban wastewaters and assessment of removal efficiency of treatment plants in Tehran, Iran. J Environ Health Sci Eng. 2015;13:4. https://doi.org/10.1186/s40201-015-0155-5 .

Ghoreishi B, Aslani H, Dolatkhah A, Abdoli Seilabi A, Mosaferi M. Evaluation of Microbial Quality in Biosolids Generated from Municipal Wastewater Treatment Plants. Iranian J Health Environ. 2016;9(1):81–90 http://ijhe.tums.ac.ir/browse.php?a_id=5584&slc_lang=en&sid=1&printcase=1&hbnr=1&hmb=1 .

Mollaie Tavani S, Dehghanifard E, Hajibagher Tehrani S, Ebrahimi U. Survey the performance of the Shohada of Behshahr the wastewater treatment plant hospital in 2015–2016. J Environ Health Eng. 2017;4(2):161–73 http://jehe.abzums.ac.ir/browse.php?a_id=335&sid=1&slc_lang=fa .

Sasani H, Mehrdadi N, Aminzadeh B, Takdastan A. Baffle and fixed media effects on coliform removal and bacterial die-off rate coefficient in waste stabilization ponds (a case study in Ahvaz). Environ Health Eng Manag. 2017;4(3):177–84. https://doi.org/10.15171/EHEM.2017.25 http://ehemj.com/browse.php?a_id=280&sid=1&slc_lang=en .

Choopan Y, Emami S. Evaluation of physical, chemical and biologic properties of Torbat-Heydarieh’s municipal wastewater treatment Plant for Agricultural Uses. Iranian J Res Environ Health. 2018;4(3):227–36 http://jreh.mums.ac.ir/article_12026.html .

Paiva MC, Ávila MP, Reis MP, Costa PS, Nardi RM, Nascimento AM. The Microbiota and Abundance of the Class 1 Integron-Integrase Gene in Tropical Sewage Treatment Plant Influent and Activated Sludge. PLoS One. 2015;10(6):e0131532. Published 2015 Jun 26. https://doi.org/10.1371/journal.pone.0131532 .

Mannino I, Franco D, Piccioni E, Favero L, Mattiuzzo E, Zanetto G. A cost-effectiveness analysis of seminatural wetlands and activated sludge wastewater-treatment systems. Environ Manag. 2008;41(1):118–29. https://doi.org/10.1007/s00267-007-9001-6 .

Uggetti E, Ferrer I, Molist J, García J. Technical, economic and environmental assessment of sludge treatment wetlands. Water Res. 2011;45(2):573–82. https://doi.org/10.1016/j.watres.2010.09.019 .

Amahmid O, Asmama S, Bouhoum K. Urban wastewater treatment in stabilization ponds: occurrence and removal of pathogens. Urban Water. 2002;4(3):252–62. https://doi.org/10.1016/S1462-0758(01)00071-1 .

Farzadkia M, Ehrampoush MH, Sadeghi S, Kermani M, Ghaneian MT, Ghelmani V et al . Performance evaluation of wastewater stabilization ponds in Yazd-Iran. Environ Health Eng Manag J. 2014;1(1):7-12. http://ehemj.com/article-1-37-en.html .

Fazelipour M, Takdastan A, Sekhavatjo M. Survey on chlorine application in sequencing batch reactor waste sludge in order to sludge minimization. Asian J Chem. 2011;23(6):2994–8 http://etrc.ajums.ac.ir/_hn-dez/documents/12-90.pdf .

CAS   Google Scholar  

Ho LT, Van Echelpoel W, Goethals PLM. Design of waste stabilization pond systems: a review. Water Res. 2017;123:236–48. https://doi.org/10.1016/j.watres.2017.06.071 .

Decamp O, Warren A. Investigation of Escherichia coli removal in various designs of subsurface flow wetlands used for wastewater treatment. Ecol Eng. 2000;14:293–9. https://doi.org/10.1016/S0925-8574(99)00007-5 .

Evanson M, Ambrose RF. Sources and growth dynamics of fecal indicator bacteria in a coastal wetland system and potential impacts to adjacent waters. Water Res. 2006;40:475–86. https://doi.org/10.1016/j.watres.2005.11.027 .

Karimi B, Ehrampoush MH, Ebrahimi A, Mokhtari M. The study of leachate treatment by using three advanced oxidation process based wet air oxidation. Iran J Environ Health Sci Eng. 2013;10:1–7. https://doi.org/10.1186/1735-2746-10-1 .

Carty A, Scholz M, Heal K, Gouriveau F, Mustafa A. The universal design, operation and maintenance guidelines for farm constructed wetlands (FCW) in temperate climates. Bioresour Technol. 2008;99:6780–92. https://doi.org/10.1016/j.biortech.2008.01.045 .

Moore M, Cooper C, Smith S Jr, Cullum R, Knight S, Locke M, Bennett E. Mitigation of two pyrethroid insecticides in a Mississippi Delta constructed wetland. Environ Pollut. 2009;157:250–6. https://doi.org/10.1016/j.envpol.2008.07.025 .

Muga HE, Mihelcic JR. Sustainability of wastewater treatment technologies. J Environ Manag. 2008;88:437–47. https://doi.org/10.1016/j.jenvman.2007.03.008 .

Vymazal J. Removal of nutrients in various types of constructed wetlands. Sci Total Environ. 2007;380(1–3):48–65. https://doi.org/10.1016/j.scitotenv.2006.09.014 .

NewYork State Energy Research and Development Authority (NYSERDA). Evaluation of ultraviolet (UV) radiation disinfection. Enter Report. 2004.

Download references

Acknowledgements

Since this research is part of a research project approved at Gonabad University of Medical Sciences, it is hereby sponsored by Gonabad University of Medical Sciences Research and Technology, which supported the research (Project No. T/4/95) and the Code of Ethics. (IR.GMU.REC.1396.110), is appreciated.

Permission to collect data

We have a permission to collect the data from the source.

This research was funded by the Deputy of Research and Technology of Gonabad University of Medical Sciences. The funders did not have any role in the design of the study and collection, analysis, and interpretation of data and in writing the manuscript.

A grant from MOST to Tan Han Shih (Hans-Uwe Dahms) is gratefully acknowledged (MOST 107–2621-M-037-001 and MOST 108–2621-M-037-001 to T.H. Shih). A NSYSU/KMU collaboration is acknowledged (108-PO25).

Author information

Authors and affiliations.

Faculty of Public Health, Gonabad University of Medical Sciences, Gonabad, Iran

Zahra Aghalari

Department of Biomedical Science and Environmental Biology, Kaohsiung Medical University, Kaohsiung, 80708, Taiwan, Republic of China

Hans-Uwe Dahms

Research Center for Environmental Medicine, Kaohsiung Medical University, Kaohsiung, 80708, Taiwan, Republic of China

Department of Marine Biotechnology and Resources, National Sun Yat-sen University, Kaohsiung, 80424, Taiwan, Republic of China

Department of Civil and Environmental Engineering, Florida International University, Miami, FL, USA

Mika Sillanpää

Tecnologico de Monterrey, School of Engineering and Sciences, Campus Monterrey, Ave. Eugenio Garza Sada 2501, CP 64849, Monterrey, Nuevo Leon, Mexico

Juan Eduardo Sosa-Hernandez & Roberto Parra-Saldívar

You can also search for this author in PubMed   Google Scholar

Contributions

ZA conceived the study, made final decisions on the inclusion of journal articles and extracted data from them, and wrote and revised the manuscript. HUD, MS, JESH and RPS wrote and revised the manuscript. All authors read and approved the final manuscript.

Corresponding author

Correspondence to Zahra Aghalari .

Ethics declarations

Ethics approval and consent to participate.

This study was approved and registered by the Code of Ethics (IR.GMU.REC.1396.110).

Consent for publication

Competing interests.

The authors declare that they have no competing interests.

Additional information

Publisher’s note.

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Open Access This article is distributed under the terms of the Creative Commons Attribution 4.0 International License ( http://creativecommons.org/licenses/by/4.0/ ), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. The Creative Commons Public Domain Dedication waiver ( http://creativecommons.org/publicdomain/zero/1.0/ ) applies to the data made available in this article, unless otherwise stated.

Reprints and permissions

About this article

Cite this article.

Aghalari, Z., Dahms, HU., Sillanpää, M. et al. Effectiveness of wastewater treatment systems in removing microbial agents: a systematic review. Global Health 16 , 13 (2020). https://doi.org/10.1186/s12992-020-0546-y

Download citation

Received : 22 October 2019

Accepted : 28 January 2020

Published : 03 February 2020

DOI : https://doi.org/10.1186/s12992-020-0546-y

Share this article

Anyone you share the following link with will be able to read this content:

Sorry, a shareable link is not currently available for this article.

Provided by the Springer Nature SharedIt content-sharing initiative

  • Systematic analysis
  • Microbial agents
  • Environmental health

Globalization and Health

ISSN: 1744-8603

waste water research paper

IMAGES

  1. (PDF) WELL Study Guidelines for wastewater reuse in agriculture and

    waste water research paper

  2. Wastewater Management System for a Remote Community Essay Example

    waste water research paper

  3. (PDF) DAIRY WASTEWATER-A CASE STUDY

    waste water research paper

  4. (PDF) Wastewater Management

    waste water research paper

  5. (DOC) WASTE WATER CHARACTERIZATION

    waste water research paper

  6. (PDF) Research on improving water quality using two experimental

    waste water research paper

VIDEO

  1. Don't waste water! #shorts

  2. waste water used to

  3. Tapping the potential of waste water

  4. waste water treatment !NCERT biology #trending #viral #ncertbiology

  5. Experiment with water dissolving paper

  6. Water, Waste and Environment

COMMENTS

  1. Effectiveness of wastewater treatment systems in removing

    Background Due to unrestricted entry of wastewater into the environment and the transportation of microbial contaminants to humans and organisms, environmental protection requires the use of appropriate purification systems with high removal efficiency for microbial agents are needed. The purpose of this study was to determine the efficacy of current wastewater treatment systems in removing ...