Research Trends and Future Prospects of Constructed Wetland Treatment Technology in China
Abstract
:1. Introduction
2. Data Collection and Research Methods
2.1. Data Sources
2.2. Research Method
3. Research Trends of Constructed Wetland in China
3.1. Mechanism of Pollutants Removal in Constructed Wetlands
3.2. Annual Number of Publications
3.3. Keyword Analysis
- (1)
- Research on the mechanism of pollutant removal by constructed wetlands. The three keywords cluster of “plants”, “microbial community”, and “porous medium” reveal the mechanism of pollutant removal in constructed wetlands, which uses the triple synergy of physics, chemistry, and biology of plants, matrix, and microorganisms [23,24]. Among them, the Chinese literature emphasize the crucial role of plants in pollutant removal, including cold-resistant breeding of wetland plants [25], the screening and matching of wetland plants, etc. [26,27]. At present, aquatic plants are mainly used in surface-flow wetlands; subsurface flow wetlands mainly use aquatic herbs, supplemented by hygrophytes [28]. The English literature mainly focuses on the two influencing factors of filling matrix and microorganisms. As for the matrix, recent research focused on the selection and the proportion of traditional matrix, such as gravel, zeolite, sand and gravel, etc. It also includes the development of a new matrix such as biochar, sponge iron, and carbonized slow-release fillers [29]. The leading roles in constructed wetland purification are mainly heterotrophic bacteria, autotrophic bacteria, fungi, and other types of microorganisms [30], so research has been carried out on functional genes such as nosZ, nirS, nirK, and anammox [31], as well as microbial community structure composition and diversity [32], to explore the mechanism of microorganisms in the transformation and mineralization process of nutrients and organic pollutants.
- (2)
- Research on pollutant removal objects in constructed wetlands. Combined with the keywords co-occurrence map, both the Chinese and English literature concentrate on conventional pollutants such as “organic matter”, “nutrient removal (denitrification and phosphorus removal)”, and “heavy metal”. However, the English literature placed gravity center of research on the removal of emerging contaminants “antibiotic resistance gene” and “personal care product” in the later phase. For instance, Chen’s research on antibiotic removal in a mesoscale wetland, which combined artificial aeration and mixing, achieved an 87.4% reduction rate [33]. Kootttep et al. selected different aquatic plants and iron-rich media to explore the removal effect of constructed wetlands on personal care products [29]. Overall analysis shows that the scope of targeted pollutant removal for constructed wetlands in China has been increasing, but the specific manifestations are reflected in major published the English literature.
- (3)
- Research on optimization and application of constructed wetland process combination. Domestic scholars are further enhancing the potential of constructed wetlands to purify wastewater through developing combined processes and optimization technologies, such as traditional constructed wetland + ecological pond technology [34,35,36] and new constructed wetland + biofuel cell technology [37,38], and they appear in the Chinese literature and the English literature, respectively. The Chinese literature also delves into application aspects, the first is the application of water bodies. Considering that the technology of constructed wetlands in various wastewater treatment has become mature, in addition to applying it to conventional “domestic wastewater” and other wastewater treatment, it also includes the constructed wetlands to treat low-pollution-load water bodies, such as advanced treatment of “tail water” and “reclaimed water” [39]. The second is application conditions. Related research involves improving the pollutant purification effect of constructed wetlands under complex working conditions such as low temperature, low carbon-nitrogen ratio, and high load [40,41,42].
- (4)
- Research on coordinated regulation of water–air pollution in constructed wetlands. Constructed wetlands are both economical pollutant removers and potential greenhouse gas emitters, and there is a risk of converting “water pollution” into “air pollution”. In the process of removing organic matter and nitrogen and phosphorus nutrients in constructed wetlands, the oxidation of organic matter and microorganisms, respiration of animals and plants, etc., will release CO2. The anaerobic decomposition of organic matter will produce CH4, and the nitrification-denitrification process will produce N2O [43]. The theme of “nitrous oxide and greenhouse gas emission” shows that domestic scholars have carried out research on the key processes and mechanisms of harmful gas emissions from constructed wetlands, as well as emission reduction measures [11,44].
3.4. Research Hotspot
- (1)
- In terms of pollutant treatments, nitrogen, and phosphorus should still be used as an important indicator of effluent water quality evaluation standards, and heavy metals should be taken as the focus of attention among emerging pollutants.
- (2)
- In terms of process combination and application, the combined form of constructed wetland + microbial fuel cell can not only improve the degradation efficiency of pollutants, but also achieve part of the energy recovery [38], which should be vigorously developed in the future. The main application object of constructed wetland should continue to be rural sewage, and further try to treat the tail water of sewage treatment plant. In the process of application, it is necessary to overcome the problem of poor purification effect of constructed wetlands under complex conditions such as low temperature, low carbon nitrogen ratio, and high load. Existing methods have been proved to include the allocation of different types of wetland plants [45,46], the addition of exogenous microorganisms [47], intermittent aeration [48], and the addition of carbon sources [49], etc. Based on the key words highlighted in the English literature, this article suggests focusing on carbon source supplementation and intermittent aeration to alleviate the above problems.
- (3)
- In terms of research methods. With the rapid development of microbiology, genomics and other disciplines, the focus of future data analysis needs to be placed on the study of the structure, metabolic characteristics, and functional diversity of bacterial flora so as to improve the mechanism of decontamination and strengthen the decontamination efficiency from a microscopic perspective [50].
4. Optimization Measures for the Operation Effect of Constructed Wetland Technology
4.1. Constructed Wetland Technology Optimization Strategy
- (1)
- Increase oxygen supply and transfer. The efficiency of constructed wetlands is often hampered by poor oxygen transfer rates. To counter this, artificial aeration introduces compressed air, boosting the oxygen transfer rate and thereby enhancing pollutant removal efficiency. Additionally, tidal flow wetlands present another effective solution to oxygen transfer limitations, where wastewater is cyclically injected and discharged into the wetland, acting as a passive pump to draw fresh air into the bottom through repeated cycles of wetting and drying [51].
- (2)
- Combined with electron donor matrix. The availability of electron donors in constructed wetlands may not be sufficient to sustain pollutant removal. Many low-cost organic matrix from nature (including wheat straw, oyster shells, compost, organic wood mulch, rice shells, walnut shells, and sugarcane bagasse) and waste products from natural ores and industrial or mines (such as coal gangue, iron ore, and manganese ore) have been employed in benchmark and pilot-scale studies of chemical waste [52,53]. These matrix and wastes have notably enhanced both heterotrophic and autotrophic denitrification processes [54].
- (3)
- Improve low-temperature performance. Plant physiology and nutrient absorption are directly controlled by temperature and solar radiation. Low temperatures stymie the growth and activity of most pollution-degrading microorganisms, leading to reduced purification efficiency [55]. The performance of low-temperature continuous water treatment can be improved by selecting cold-resistant plants, inoculating cold-resistant microorganisms, and adding insulation materials. However, potential ecological risks must be considered when using exotic species or microorganisms.
- (4)
- Risk and prevention of substrate clogging. The primary operational challenge of constructed wetlands is substrate clogging. Clogging leads to water overflowing on the substrate surface due to reduced conductivity and porosity [56]. The biological approach of earthworm processing is able to reduce and repair clogging by ingesting particulate organic matter and converting refractory organic matter into easily biodegradable substances during the digestion process [57]. In addition, pretreatment reagents with strong oxidizing (such as hydrogen peroxide and sodium hypochlorite) can enhance the conductivity of the matrix through strong oxidation of organic matter, which can alleviate clogging [57]. While these methods are operationally effective, they require continuous monitoring and maintenance.
Limitations | Enhancement Strategies and Technologies | Intensification Performance |
---|---|---|
Oxygen limitation | The oxygen transfer rate in constructed wetlands has been increased, and pollutant removal rates improved through artificial aeration (intermittent and/or continuous aeration) [58,59]. Tidal flow wetlands have been constructed, where wastewater is cyclically injected and discharged in response to tidal operations. This repetitive wetting and drying cycle acts as a passive pump, allowing fresh air to be drawn into the bed [51,60]. | Intermittent aeration COD RE: 97% NH4+-N RE: 95% TN RE: 80% Tidal operation Oxygen transfer rate: 350 g m−2 d−1 TN RE: 70% |
Electron limitation | Low-cost organic substrates derived from natural waste materials, including wheat straw, oyster shells, compost, organic mulch, rice straw, rice husk, walnut shells, and sugarcane bagasse, have been added [52]. Additionally, other inorganic substrates derived from natural minerals and industrial or mining waste, such as coal gangue, iron ore, and manganese ore, have been used to provide electron donors and improve heterotrophic denitrification [61]. | Organic-rich substrates COD RE: 73% BOD RE: 79% NH4+-N RE: 91% Inorganic electron donor substrates TN RE: 88% TP RE: 69% |
Cold climate | Improving the performance of low-temperature continuous water treatment can be achieved by selecting cold-tolerant plants, inoculating with cold-tolerant microorganisms, and adding insulation materials [62,63]. | Adding insulation material BOD RE: 95% (in winter) NH4+-N RE: 84% (in winter) TP RE: 88% (in winter) Inoculating cold-resistant microorganisms NO3-N RE: 97% (in winter) Selecting cold-resistant plants NH4+-N RE: 94% (in winter) |
Clogging risk | Improving system performance can be achieved through pre-treatment, the addition of organisms such as earthworms, and the use of highly oxidizing chemical agents such as hydrogen peroxide and sodium hypochlorite [64]. | Adding earthworms Increases the hydraulic conductivity by more than 60% Adding reagent (sodium hypochlorite) Recovery to 69% of the original condition |
4.2. Combination with Other Processes
5. Conclusions
- (1)
- The primary focus areas in constructed wetland research in China encompass four categories: pollutant removal mechanism, pollutant removal objects, process combination optimization and application, and collaborative control of water–air pollution. Among them, the Chinese literature primarily explores enhancing nitrogen and phosphorus removal from rural domestic wastewater by combining different wetland plants or developing combined processes, with the aim of broader application across different water bodies. The English literature concentrates on removing emerging pollutants such as heavy metals and resistance genes by altering the filling matrix and microbial community structure or developing new processes (microbial fuel cells), while also considering greenhouse gas emissions during the purification process.
- (2)
- Future research about constructed wetlands will focus on integrating microbial fuel cells to unify ecological and economic benefits in the purification process. Research efforts are directed towards trying to use the methods of adding carbon sources and intermittent aeration to overcome the problem of the poor purification effect of constructed wetlands under complex working conditions such as low temperature, low carbon-nitrogen ratio, and high load. The goal is to apply these solutions in actual projects in a cost-effective manner.
- (3)
- In order to enhance the application capabilities and effects of constructed wetlands, specific optimization measures can be summarized as self-optimization strategies such as increasing oxygen supply and transfer, providing electron donor matrix, and preventing substrate clogging. Additionally, it also combines with anaerobic treatment and other technologies to form a combined process.
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Keywords | Year | Strength | Begin | End | 2000–2023 |
---|---|---|---|---|---|
plant | 2000 | 8.07 | 2000 | 2006 | ▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂ |
wastewater treatment | 2000 | 7.81 | 2000 | 2005 | ▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂ |
wetland | 2003 | 2.98 | 2003 | 2005 | ▂▂▂▃▃▃▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂ |
subsurface flow wetland | 2004 | 3.68 | 2004 | 2005 | ▂▂▂▂▃▃▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂ |
municipal sewage | 2005 | 6.18 | 2005 | 2012 | ▂▂▂▂▂▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂ |
sewage | 2002 | 5.13 | 2005 | 2012 | ▂▂▂▂▂▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂ |
purification mechanism | 2003 | 3.74 | 2005 | 2007 | ▂▂▂▂▂▃▃▃▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂ |
contact oxidation | 2006 | 3.07 | 2006 | 2012 | ▂▂▂▂▂▂▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂ |
ecological treatment | 2003 | 3.43 | 2007 | 2014 | ▂▂▂▂▂▂▂▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂ |
removal mechanism | 2004 | 3.39 | 2007 | 2008 | ▂▂▂▂▂▂▂▃▃▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂ |
handle | 2002 | 2.79 | 2007 | 2014 | ▂▂▂▂▂▂▂▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂ |
combined technology | 2008 | 6.57 | 2008 | 2015 | ▂▂▂▂▂▂▂▂▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂ |
treatment effect | 2012 | 2.93 | 2012 | 2015 | ▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▂▂▂▂▂▂▂▂ |
anaerobic | 2013 | 2.82 | 2013 | 2014 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▂▂▂▂▂▂▂▂▂ |
tidal current | 2014 | 4.43 | 2014 | 2016 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▂▂▂▂▂▂▂ |
hydraulic load | 2014 | 2.85 | 2014 | 2016 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▂▂▂▂▂▂▂ |
matrix | 2004 | 2.82 | 2014 | 2019 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▂▂▂▂ |
biological filter | 2015 | 5.52 | 2015 | 2018 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▂▂▂▂▂ |
rural sewage | 2007 | 13.84 | 2017 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▃ |
processing technology | 2012 | 6.99 | 2017 | 2021 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▂▂ |
apply | 2007 | 3.61 | 2017 | 2021 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▂▂ |
treatment technology | 2000 | 3.6 | 2017 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▃ |
tail water | 2014 | 5.22 | 2019 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃ |
purification effect | 2012 | 2.65 | 2019 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃ |
nitrogen and phosphorus removal | 2006 | 3.03 | 2020 | 2021 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▂▂ |
Keywords | Year | Strength | Begin | End | 2000–2023 |
---|---|---|---|---|---|
effluent | 2002 | 9.71 | 2002 | 2012 | ▂▂▃▃▃▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂ |
subsurface flow | 2004 | 9.83 | 2004 | 2016 | ▂▂▂▂▃▃▃▃▃▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂ |
retention | 2006 | 7.36 | 2006 | 2014 | ▂▂▂▂▂▂▃▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂ |
removal efficiency | 2007 | 14.63 | 2007 | 2016 | ▂▂▂▂▂▂▂▃▃▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂ |
macrophytes | 2008 | 8.21 | 2008 | 2015 | ▂▂▂▂▂▂▂▂▃▃▃▃▃▃▃▃▂▂▂▂▂▂▂▂ |
flow | 2007 | 19.48 | 2009 | 2014 | ▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂ |
vegetation | 2009 | 9.55 | 2009 | 2014 | ▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▂▂▂▂▂▂▂▂▂ |
nutrients | 2000 | 7.92 | 2009 | 2012 | ▂▂▂▂▂▂▂▂▂▃▃▃▃▂▂▂▂▂▂▂▂▂▂▂ |
phosphorus | 2005 | 8.68 | 2010 | 2013 | ▂▂▂▂▂▂▂▂▂▂▃▃▃▃▂▂▂▂▂▂▂▂▂▂ |
accumulation | 2010 | 7.58 | 2010 | 2015 | ▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▂▂▂▂▂▂▂▂ |
diversity | 2009 | 13.19 | 2012 | 2017 | ▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▃▂▂▂▂▂▂ |
temperature | 2006 | 7.19 | 2012 | 2014 | ▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▂▂▂▂▂▂▂▂▂ |
horizontal subsurface flow | 2011 | 18.69 | 2014 | 2018 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃▂▂▂▂▂ |
sediment | 2005 | 7.08 | 2015 | 2016 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▂▂▂▂▂▂▂ |
china | 2006 | 10.87 | 2016 | 2017 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▂▂▂▂▂▂ |
activated sludge | 2013 | 16.11 | 2017 | 2019 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▂▂▂▂ |
nitrate removal | 2014 | 13.94 | 2018 | 2020 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▂▂▂ |
carbon source | 2018 | 13.28 | 2018 | 2019 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▂▂▂▂ |
intermittent aeration | 2018 | 9.68 | 2018 | 2020 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▂▂▂ |
heavy metals | 2000 | 8.53 | 2018 | 2019 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▂▂▂▂ |
bacterial community | 2017 | 7.98 | 2019 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃▃ |
degradation | 2020 | 17.37 | 2020 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃ |
bacteria | 2007 | 9.47 | 2020 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃ |
microbial fuel cell | 2015 | 8.13 | 2020 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃▃ |
electricity generation | 2021 | 13 | 2021 | 2023 | ▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▂▃▃▃ |
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Liu, Y.; Feng, B.; Yao, Y. Research Trends and Future Prospects of Constructed Wetland Treatment Technology in China. Water 2024, 16, 738. https://doi.org/10.3390/w16050738
Liu Y, Feng B, Yao Y. Research Trends and Future Prospects of Constructed Wetland Treatment Technology in China. Water. 2024; 16(5):738. https://doi.org/10.3390/w16050738
Chicago/Turabian StyleLiu, Yuyang, Bo Feng, and Yu Yao. 2024. "Research Trends and Future Prospects of Constructed Wetland Treatment Technology in China" Water 16, no. 5: 738. https://doi.org/10.3390/w16050738
APA StyleLiu, Y., Feng, B., & Yao, Y. (2024). Research Trends and Future Prospects of Constructed Wetland Treatment Technology in China. Water, 16(5), 738. https://doi.org/10.3390/w16050738