Environmental Assessment of Wastewater Treatment and Reuse for Irrigation: A Mini-Review of LCA Studies
Abstract
:1. Introduction
2. Review of International Literature
2.1. Type of Research
2.2. Study Objective and Processes
2.3. Geographical and Temporal Scope
2.4. System Boundaries, Multifunctionality, and Functional Units
2.5. Impact Assessment Methodologies and Environmental Mechanism
2.6. LCA Tools and Databases
2.7. Uncertainty Consideration
3. Discussion and Concluding Remarks
- The environmental impacts of WWTP and reuse for irrigation have been increasingly assessed since 2016, with Europe as the most examined continent and Africa mostly neglected. The importance of LCA as a method for analyzing the environmental performance of products and services from a holistic standpoint is widely recognized in Europe. It is found that the number of LCA researchers based in Africa is still limited, and it appears important for the continent to prioritize education and training regarding life cycle concepts [73].
- The application of LCA research is mainly based on a process perspective, mainly accounting for the design and operation of a wastewater treatment plant for irrigation. Yet, the life cycle environmental impacts of applying these recovered products (water, nutrients, energy, etc.) to irrigated agriculture and examining associated benefits and tradeoffs are generally lacking.
- The boundaries of the systems have not been comprehensively evaluated as the infrastructure and end-of-life have often been neglected. LCA studies [13,26,33,38,48,52,53] have highlighted that energy consumption remains the main contributor to environmental impacts; thus, the type of energy supplied to the product’s life cycle will determine the environmental efficiency of reclaimed water [44]. The use of fossil-based electricity contributes to the increase in overall impacts [18] while increasing renewable energies in the electric mix can help to reduce environmental impacts [13,14,16]. Environmental impact from treated effluent and heavy metal emissions as well as manufacturing of systems can be important depending on the water quality and nature of the materials used. It should be noted that the construction phase is expected to increase in significance as the electricity grid moves to a more renewable energy supply through time [44]. Therefore, the integration of multiple environmental impacts is needed to avoid burden shifting and to explore potential tradeoffs between different processes, stages, and indicators.
- Adopted functional units are highly heterogeneous across the revised studies, with volume-based units predominating. Conducting an LCA using multiple functional units can enable a more holistic understanding of the environmental impacts of resource recovery and application.
- The LCA research on irrigation has relied on a limited number of indicators, mainly focusing on global warming, acidification, and eutrophication, while in some emerging studies arrays of environmental indicators have been used. Special attention should be given to the evaluation of other environmental impacts (e.g., water consumption, toxicity, particulate matter, ionizing radiation, photochemical ozone formation, etc.) in addition to the traditional ones. By applying a multi-indicator priorities and trade-offs can be identified.
- Comparison among impact assessment results is a challenge as different methods were used to address the impact assessment. The results showed that ReCiPe and CML are widely used. The inconsistency caused by different LCIA methods is a long-term challenge for the LCA community. Most of the research applied a midpoint perspective to identify environmental “hotspots” and possible opportunities for improvement across its life cycle. Nevertheless, communication of these LCA results remains a challenge beyond the LCA practitioners as midpoints require at least some knowledge of the multitude of environmental effects to properly interpret the results. The inclusion of both midpoint and endpoint methodologies could provide useful information for different stakeholders. Since sensitivity analysis in combination with uncertainty analysis is insufficient in the current studies, more frequent and comprehensive reporting of uncertainty analysis is recommended.
- Wastewater reuse is an area expected to experience considerable growth in the forthcoming years. Consequently, this would lead to a surge in the demand for LCA in the context of strategic planning and decision-making. The use of life cycle assessment (LCA) is already well developed in the water and wastewater industry [74], but further research is required to ascertain the environmental consequences and to provide scientific guidance for the sustainable utilization of reclaimed water at the farm-level [8]. Our findings highlight that more holistic studies that take into account the expansion of system boundaries, multiple functional units, and the use of a broad set of environmental impact categories, supported by uncertainty and/or sensitivity analysis, are required. Other tools such as risk assessment, life cycle costing, and social life cycle assessment should be evaluated simultaneously when exploring life cycle sustainability of wastewater treatment and reuse.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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---|---|---|---|---|---|---|---|---|---|---|
Arias et al. [43] | 2020 | Benchmark the environmental and economic profiles of a resident living in a neighborhood with centralized or decentralized wastewater treatment systems according to four different schemes. | Spain | ISO 14044, 2006/AMD 1:2017 | ReCiPe 2016 midpoint (H) | SimaPro v9 | Ecoinvent v3.5 | Only operation | 1 resident living in the neighborhood served by centralized/decentralized treatment | Yes |
Thompson et al. [44] | 2022 | Evaluate and compare the environmental LCA impact of different mechanical WRRFs and lagoons. | USA | ISO 14040/ISO 14044 | TRACI v2.1 | OpenLCA v1.7 | Ecoinvent v3.6 | Infrastructure + operation | 1 m3 of treated wastewater | Yes |
de Morais LimA et al. [23] | 2022 | Environmental performance of the current wastewater treatment in Campo Grande city irrigation of eucalyptus plantations with the treated effluent. | Brazil | ISO 14040/ISO 14044 | ReCiPe 2016 | SimaPro v9.1 | Ecoinvent | Only operation | Domestic effluent generated by one household (four inhabitants) for one year | Yes |
Roman and Brennan [30] | 2021 | Explore the environmental impacts of operating a pilot-scale treating municipal wastewater for producing animal feed (derived from duckweed) and irrigation water (derived by UV disinfection of the treated effluent). | USA | - | Impact 2002+ | SimaPro v9.0 | Ecoinvent v3.6 | Infrastructure + operation | Million liters (ML) of wastewater treated | Yes |
Maeseele and Roux [12] | 2021 | To elaborate a robust and homogeneous framework for the evaluation of WW-reuse environmental efficiency and application in a few worldwide archetype situations. | Different climates | ISO 14040/ISO 14044 | ReCiPe 2016 | SimaPro v9 | Ecoinvent v3.5 | Only operation | 1 m3 of water at the user gate (irrigated plot) | Yes |
Kalboussi et al. [24] | 2022 | Introduce LCA as an analytical tool to identify the conditions under which reclaimed water reuse for irrigation is environmentally efficient by comparing reclaimed water with river and groundwater. | France | ISO 14040. | ILCD 2011 | SimaPro v9.1.1 | Ecoinvent v3.6 | Infrastructure + operation + end-of-life | 1 ha of vineyards | Yes |
Romeiko [8] | 2019 | Compare life cycle environmental impacts of crop systems irrigated with groundwater and reclaimed water. | China | ISO guidelines | IPCC, USEtox, ReCiPe 2016 | GREET.net and SimaPro | Ecoinvent v3 | Only operation | 1 kg of grain | Yes |
Carré et al. [33] | 2017 | Compare the environmental impacts of different options of tertiary treatment processes for water reuse in unrestricted irrigation. | France | ISO 14040/ISO 14044 | ReCiPe 2008 | GaBi v5 | Ecoinvent v2.2 | Infrastructure + operation + end-of-life | To supply 1 m3 of water with quality in compliance with the highest standard of the French reuse regulations | No |
Arzate et al. [25] | 2019 | Comparative analysis between the ozonation and the photo-Fenton process as tertiary wastewater treatment processes used to reclaim wastewater for agricultural irrigation. | Spain | ISO 2006 | ReCiPe 2016 Midpoint & Endpoint (H) V1.13; USEtox (recommended + interim) V1.04 | SimaPro v9 | Ecoinvent v3.3 | Infrastructure + operation + end-of-life | Disposal of 1 m3 of secondary effluent | No |
Moretti [26] | 2019 | Evaluate and compare life cycle environmental impacts of fruit orchards irrigated with surface water and reclaimed water. | Italy | ISO standards 14044:2006 | AWARE, IPCC 2007, USEtox, Accumulated Exceedance | SimaPro v8.4 | Ecoinvent v3 | Only operation | 1 kg of nectarines | Yes |
Arcidiacono and Porto [60] | 2011 | Evaluation of the incidence of the different stages of the process on the overall environmental burden of biomass production when using treated wastewater. | Italy | ISO 14040:2006 | Eco-indicator 99 | SimaPro v8.4 | Ecoinvent | Not included | 1 ton of biomass | Yes |
Azeb et al. [45] | 2020 | Compare the environmental performance of cucumber production when using reclaimed water mixed with surface water and groundwater, and to analyze fertilization practices used by farmers in the region. | Algeria | ISO 14040 standards | ReCiPe 2016 | SimaPro 7.1 | Ecoinvent v3 | Not included | 1 ha and 1 kg of cucumber | No |
Canaj et al. [13] | 2021 | Physical and economic life cycle assessment (LCA) of agricultural wastewater reuse for irrigation and comparing with a no-reuse scenario. | Italy | ISO 14040/ISO 14044 | ReCiPe 2016 | openLCA v1.10.2 | Ecoinvent v3.1 | Infrastructure + operation + end-of-life | 1 m3 of water of suitable quality for irrigation in agriculture | Yes |
Canaj et al. [46] | 2021 | Environmental and economic analysis of table-grape cultivation when using a linear production system (100% groundwater) and as a circular process (50% treated wastewater and 50% groundwater). | Italy | ISO 14045:2012 | Environmental Footprint (EF) method 3.0 (adapted) | openLCA v1.10.2 | Ecoinvent v3.1 | Infrastructure + operation + end-of-life | 1 ton of table grapes delivered at the farm gate and 1 ha of cropped land | Yes |
Canaj et al. [59] | 2021 | Calculate the external environmental costs (EEC) and internal costs (IC) of crop cultivation irrigated with treated municipal wastewater. | Italy | - | ReCiPe 2016 | openLCA v1.10.3 | Ecoinvent v3.1 | Infrastructure + operation + end-of-life | 1 ton of product | No |
Akhoundi and Nazif [15] | 2018 | Sustainability assessment of wastewater reuse. | Iran | - | Eco-Indicator 99 | SimaPro v8 | - | Infrastructure + operation | 1 m3/day of WWTP’s secondary effluent | Yes |
Akhoundi and Nazif [34] | 2020 | LCA of tertiary treatment technologies to treat secondary municipal wastewater for reuse in agricultural irrigation. | Iran | ISO 14040 | Impact 2002+ | SimaPro v8 | Ecoinvent | Infrastructure + operation | Production of an average of 1 m3 = day of WWTP effluent during 20 year | No |
Büyükkamaci and Karaca [47] | 2017 | Assess the environmental impacts of some effluent polishing units for the reuse of treated wastewater for agricultural irrigation of sensitive crops. | Turkey | ISO 14000 | CML 2001 | GaBi v6.1 | Ecoinvent | Only operation | 1 m3 of recycled water to be used for irrigation | No |
Opher and Friedler [31] | 2016 | Compare the consequences of the implementation of four different hypothetical high-level urban wastewater management policies using LCA. | Israel | - | ReCiPe Midpoint, v.1.07 | SimaPro v8 | Ecoinvent | Infrastructure + operation | Supply, reclamation, and reuse of water consumed by the modeled city during one year | Yes |
Opher et al. [64] | 2018 | Comparative life cycle sustainability assessment of urban water reuse at various centralization scales. | Israel | - | ReCiPe Midpoint, v.1.07 | GaBi v6 | Ecoinvent | Only operation | Annual supply, reclamation, and reuse of water consumed by a model city | Yes |
Foglia et al. [14] | 2021 | Sustainability of the different water reclamation and reuse practices in terms of environmental and economic impacts. | Italy | ISO14044 | ReCiPe 2008 Midpoint (H) v1.13 no LT | Umberto LCA v10.0 | Ecoinvent v3.6 | Only operation | 1 m3 of treated wastewater | No |
Kamble et al. [35] | 2017 | Analyze the environmental impacts associated with the treatment of wastewater in a soil-biotechnology plant. | India | (ISO 14040 2006a; ISO14044 2006b) | CML 2001 | GaBi v6 | GaBi database | Infrastructure + operation | 1 m3 of wastewater to be treated | No |
Laitinen et al. [41] | 2017 | Compare climate change impacts and economic feasibility of a constructed wetland (CW)-based wastewater treatment plant to an activated sludge process (ASP) for crop irrigation. | Mexico | ISO 14040; ISO 14044 | IPCC 2007 | GaBi v6 | Ecoinvent | Only operation | 1000 m3 of influent wastewater | Yes |
Tabesh et al. [65] | 2019 | Identify the critical sources of environmental impacts and compare energy sources in Tehran’s WWTP, and compare the possible environmental burdens caused by discharging the treated wastewater into the river with impacts created by using treated wastewater for irrigating the farmlands. | Iran | ISO14044 | Eco-Indicator 99 | SimaPro v7.1.8 | - | Only operation | Day of operation. | No |
Amores et al. [16] | 2013 | Assess the environmental profile of an urban water cycle in a Mediterranean city including reuse phase with tertiary treatment and irrigation in agriculture. | Spain | ISO14040 and ISO14044 | CML 2001, CED | - | Ecoinvent v2.1 | Only operation | 1 m3 of potable water supplied to the consumers | No |
Buonocore et al. [42] | 2018 | LCA is applied to compare the environmental performance of different scenarios for wastewater and sludge disposal in a WWT plant located in Southern Italy. | Italy | ISO 14040-44 standards | ReCiPe 2008 | OpenLCA | Ecoinvent v2.2 | Infrastructure + operation + end-of-life | 1000 m3 of wastewater | No |
Muñoz et al. [66] | 2010 | Compare LCA impacts of tobacco biomass production using different water sources: groundwater, treated wastewater, and desalinated seawater. | Spain | ISO 14044 | CML 2000, USES–LCA | - | Ecoinvent v2 | Only operation | 1 kg of aboveground tobacco biomass in a 1935 m2 Mediterranean greenhouse | Yes |
Kraus et al. [53] | 2013 | LCA, water footprint, and quantitative microbial and chemical risk assessment of water reuse schemes in Europe. | Germany/UK/Belgium/Spain/Israel | ISO 14040/ISO 14044 | ReCiPe 2016, USEtox, AWARE, CED | - | Ecoinvent v3.1 | Infrastructure + operation | m3 additional water supplied; 1 m3 of water with an optimal quality to be reused | Yes |
Miller-Robbie et al. [36] | 2017 | Energy use and GHG emissions per liter for the combination of wastewater treatment and reuse in agriculture and compare irrigation waters of varying qualities (treated wastewater, versus untreated water and groundwater). | India | - | TEAM and DAYCENT | - | - | Only operation | 1 year of operation | No |
Meneses et al. [56] | 2010 | Evaluate different disinfection treatments (chlorination plus ultraviolet treatment, ozonation, and ozonation plus hydrogen peroxide) and assess the environmental advantages and drawbacks of urban wastewater reuse in non-potable applications. | Spain | ISO14044 | CML 2000 | - | Ecoinvent v2.1 | Only operation | 1 m3 of reclaimed water produced at the plant for nonpotable applications | Yes |
Polruang et al. [17] | 2018 | A comparative LCA of municipal WWTP in Thailand under variable power schemes and effluent management programs. | Thailand | ISO 2006 | CML-IA | - | Ecoinvent v3 | Only operation | 1 m3 of the effluent | Yes |
Lane et al. [48] | 2015 | The environmental profiles of two city-scale urban water systems: one relying on freshwater extraction and most treated wastewater being discharged to the sea, and the other that adopts a more diverse range of water supply and wastewater recycling technologies including agricultural reuse. | Australia | ISO14044 | ReCiPe 2008 | - | AUSLCI/Ecoinvent | Infrastructure + operation | Provision of water supply and wastewater management services, for a one-year period, to an urban population in the Gold Coast region of Australia | No |
Raghuvanshi et al. [52] | 2017 | LCA of the treatment process to reuse of water for irrigation at a university campus. | India | (ISO) 14040 | ReCiPe | Umberto NXT Universal | Ecoinvent v3 | Only operation | 1500 m3 of WW per day | No |
Lam et al. [18] | 2015 | Compare source-separation systems with other domestic wastewater management systems from a life cycle perspective. | China | - | LIME-2 | - | ELCD, Japan, China | Infrastructure + operation | Wastewater (urine, feces, and gray water) discharged annually by one person | No |
Cornejo et al. [32] | 2013 | Evaluate the potential benefits of mitigating the environmental impact of two small community-managed wastewater treatment systems in rural Bolivia using resource recovery (i.e., water reuse and energy recovery). | Bolivia | ISO 14040 | IPCC, CED, and Eco-indicator 95 | SimaPro v7.2 | Ecoinvent v2.2 | Infrastructure + operation | 1 m3 of treated wastewater over a 20-year lifespan | Yes |
Jeong et al. [19] | 2018 | LCA of small-scale graywater reclamation systems and evaluation of the life cycle environmental impacts of replacing potable water demand with reclaimed water for non-potable uses. | USA | - | TRACI v2.1 | SimaPro v8 | Ecoinvent v3/USLCI | Infrastructure + operation | 1 m3 water used for outdoor irrigation and/or toilet flushing | Yes |
Muñoz et al. [27] | 2009 | Assess the environmental advantages and drawbacks of urban wastewater reuse in agriculture focusing on toxicity-related impact categories. | Spain | ISO 14044 standard | USES-LCA + EDIP | - | Ecoinvent v2.0 | Only operation | 1 m3 for irrigation in agriculture. | No |
O’Connor et al. [67] | 2013 | Environmental consequences of adding wastewater treatment stage at the mill and diverting this treated water to urban irrigation. | Australia | ISO 14040 | ReCiPe 2008 | SimaPro v7.3.2 | Ecoinvent | Infrastructure + operation | 1 m3 of mill effluent; 1 m3 of irrigation water to the urban irrigator | No |
Shiu et al. [20] | 2017 | LCA for water reclamation and sludge recycling scenarios including agricultural irrigation. | Taiwan | ISO14040 | CML 2 baseline 2000 (V2.05) | SimaPro v8.0.5 | Ecoinvent v3.1 | Only operation | 1 m3 of treated water | No |
Singh et al. [37] | 2019 | Performance evaluation of a decentralized wastewater treatment system in India. | India. | ISO 14040-44 | CML 2001 | GaBi 6.0 | GaBi database- | Only operation | 1 m3 of treated wastewater | No |
Dong et al. [38] | 2017 | Compare the environmental impacts on human health stemming from two alternative disinfection technologies for landscape irrigational reuse. | USA | - | ReCiPe | SimaPro v8.0.5.13 | Ecoinvent v3 | Infrastructure + operation | Disinfection (more than 1 log10 inactivation) of 4 million gallons per day MGD of secondary effluent with a project lifetime of ten years | Yes |
Kobayashi [39] | 2020 | Evaluate the environmental performance of various decentralized graywater management systems that could serve a greenfield community of 3500 person-equivalent (PE) in a cold region. | Canada | ISO14044 | TRACI v2.1 | OpenLCA v1.7 | Ecoinvent v3.4 | Infrastructure + operation | Annual treatment of graywater generated per person | Yes |
Estevez et al. [68] | 2022 | Comparative environmental profile of centralized, decentralized, and/or hybrid configurations. | Spain | ISO 14040/44:2006 | ReCiPe 2016 Midpoint and Endpoint methods V1.03 World (2010) | SimaPro v9 | Ecoinvent v3 | Only operation | Flow of wastewater to be treated in units m3·d−1 | Yes |
Bonilla-Gámez et al. [28] | 2021 | Quantify the environmental impacts of three different scenarios of resource supply in agro-urban frontier territories of semiarid regions under urban growth. | Argentina | ISO 14045 | ReCiPe 2016 | SimaPro v9.1.0.8 | Ecoinvent v3.6 | Only operation | Meet the average resource needs necessary to annually supply a use phase of 1 ha of an agro-services frontier territory in a semiarid region | Yes |
Çetinkaya and Bilgili [40] | 2022 | Treatment of slaughterhouse industry wastewater with ultrafiltration membrane and evaluation with LCA. | Turkey | - | Impact 2002+ | SimaPro v8.2.3 | Ecoinvent v3 | Infrastructure + operation | 1 m2 of soil | No |
Giungato and Guinee [51] | 2010 | Assess the environmental advantages and drawbacks of urban wastewater reclamation in agriculture. | Italy | - | CML | GaBi v4.3 | Ecoinvent v2 | Only operation | Provision of 1000 m3 of water for irrigation which complies with Italian limits | No |
Santana et al. [22] | 2019 | Determine the environmental impacts of four distinct water management scenarios in a tourism-dependent community. | Spain | - | ReCiPe 2016 and AWARE | - | - | Infrastructure + operation | One year of operation for the entire water management system of Lloret de Mar | No |
Rodríguez et al. [29] | 2021 | Evaluate the environmental performance of a simple filtration system to treat light graywater from rural areas affected by water scarcity | Chile | - | TRACI v2.1 | OpenLCA v1.1 | Ecoinvent 3.7/US EPA | Infrastructure + operation | 1 m3 of treated graywater | Yes |
Uche et al. [21] | 2015 | Environmental impacts of water supply alternatives | Spain | - | Eco-Indicator 99 | SimaPro v7.2.2 | - | Infrastructure + operation | 1 m3 of water at the user’s door (domestic, industrial, or irrigation) | No |
Morsy et al. [69] | 2020 | Assess the environmental impacts of upgrading the wastewater treatment plants from primary to secondary treatment. | Egypt | ISO 14040 and 14044 | ReCiPe 2008 | GaBi | GaBi database | Infrastructure + operation | 1 m3 of treated wastewater | No |
Fang et al. [49] | 2016 | To quantify the environmental impacts of wastewater resource recovery and reuse in agricultural crops production and in aquifer recharge associated with the operation of Lynetten WWTP, located southeast of Copenhagen, Denmark. | Denmark | ISO 14040 and 14044 | ILCD 2011 + USETox | - | Ecoinvent | Infrastructure + operation | 1 m3 of influent wastewater | Yes |
Rezaei et al. [63] | 2019 | Evaluate the tradeoff between reclaimed water quality and corresponding costs, environmental impacts, and social benefits for different types of water reuse applications. | USA | - | - | - | - | Only operation | - | Yes |
Pergola et al. [62] | 2013 | Compare LCA of olive orchard growing under rainfed and microirrigated with urban treated wastewater. | Italy | ISO 14040 | - | SimaPro v7.2 | Ecoinvent | Infrastructure + operation | 1 ha of farm land and 1 kg of olives | No |
Frascari et al. [57] | 2019 | To perform an LCA and CBA of the proposed technology for phenolic compounds recovery, a scale-up of the adsorption/desorption process. | Italy | ISO 14040 | ILCD 2011 Midpoint+ V1.10, IPCC 2013 GWP 20a V1.03, Ecological Scarcity 2013 V1.05, CED V1.09, Impact 2002+ | SimaPro v8 | Ecoinvent v3.3 | Infrastructure + operation + end-of-life | 1 m3 of olive mill wastewater | Yes |
Remy et al. [55] | 2012 | Analysis of the environmental footprint of the Braunschweig wastewater reuse scheme with LCA. | Germany | ISO 14040:14044 | ReCiPe 2008/CED | Umberto v5.5 | Ecoinvent v2 | Only operation | Treatment of municipal wastewater per population equivalent and year, related to the influent load of chemical oxygen demand (COD) (120 g COD/(PE*a)) | Yes |
Vergine et al. [54] | 2014 | LCA of agricultural reuse of treated agro-industrial wastewater. | Italy | ISO 14040 | - | - | - | Infrastructure + operation | 1000 m3 of water | No |
Messaoud-Boureghda et al. [58] | 2012 | Assess the environmental performance of different processing technologies and to assess the effectiveness of the LCA as a tool to help decision-making in the framework of water recycling. | Algeria | ISO 14040:14044 | Eco-indicators 95V2/Europe | SimaPro v6 | - | Infrastructure + operation | 5 L of recycled water intended to be used for irrigation | No |
Uche et al. [50] | 2014 | LCA of the water supply alternatives and the water use in a water-stressed watershed in Spain. | Spain | - | ReCiPe 2008 | SimaPro, v7.3.3 | Ecoinvent | Infrastructure + operation | 1 m3 of water at the user’s gate | No |
Thibodeau et al. [61] | 2014 | Compare different development scenarios of a black water source-separation sanitation system (BWS) that could be environmentally and economically more viable than a conventional system (CONV). | Canada | ISO 14040:14044 | IMPACT 2002 + v2.15 | SimaPro, v7.3.3 | Ecoinvent 2.2 | Infrastructure + operation | To ensure wastewater and organic kitchen refuse collection and treatment and byproduct (digestate/sludge and biogas) recycling for one inhabitant for one year | Yes |
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Mehmeti, A.; Canaj, K. Environmental Assessment of Wastewater Treatment and Reuse for Irrigation: A Mini-Review of LCA Studies. Resources 2022, 11, 94. https://doi.org/10.3390/resources11100094
Mehmeti A, Canaj K. Environmental Assessment of Wastewater Treatment and Reuse for Irrigation: A Mini-Review of LCA Studies. Resources. 2022; 11(10):94. https://doi.org/10.3390/resources11100094
Chicago/Turabian StyleMehmeti, Andi, and Kledja Canaj. 2022. "Environmental Assessment of Wastewater Treatment and Reuse for Irrigation: A Mini-Review of LCA Studies" Resources 11, no. 10: 94. https://doi.org/10.3390/resources11100094
APA StyleMehmeti, A., & Canaj, K. (2022). Environmental Assessment of Wastewater Treatment and Reuse for Irrigation: A Mini-Review of LCA Studies. Resources, 11(10), 94. https://doi.org/10.3390/resources11100094