| Literature DB >> 33827006 |
Hailong Zhao1, HanQiao Liu2, Guoxia Wei3, Hongtao Wang4, Yuwen Zhu1, Rui Zhang1, Yong Yang5.
Abstract
The COVID-19 pandemic attracts concerns globally and leads to an exponential increase in medical waste generation, and disposal of medical waste is an urgent need for preventing the epidemic spread. Emergency disposal scenarios of medical waste generated during the COVID-19 pandemic require a systematic assessment to quantify their potential environmental impacts. The environmental impacts and key factors of three movable disposal scenarios (i.e. incineration disposal vehicle, movable steam and microwave sterilization equipment both followed by co-incineration with municipal solid waste) were quantified via life cycle assessment approach. Furthermore, the environmental impacts of three movable disposal and two co-incineration scenarios were compared via life cycle assessment by expanding system boundaries. The results show that co-incineration with municipal solid waste has the lowest environmental impacts due to environmental benefits produced by power generation, while co-incineration with hazardous waste is the highest due to the high energy consumption. Energy consumption (i.e. kerosene, electricity and diesel) are the key factors for three movable disposal scenarios. For movable steam and microwave sterilization equipment followed by co-incineration with municipal solid waste, power generation from incinerating disinfected medical waste has significant beneficial environmental impacts due to avoided impacts of electricity consumption. The recommendations for improvement of the emergency disposal and management of medical waste during the COVID-19 pandemic globally and other serious epidemic in the future are provided.Entities:
Keywords: COVID-19; Co-incineration; Emergency Disposal Scenarios; Life Cycle Assessment; Medical Waste; Movable Disposal Scenarios
Year: 2021 PMID: 33827006 PMCID: PMC7997725 DOI: 10.1016/j.wasman.2021.03.034
Source DB: PubMed Journal: Waste Manag ISSN: 0956-053X Impact factor: 7.145
Abbreviation of description.
| Item | Abbreviation |
|---|---|
| Coronavirus disease 2019 | COVID-19 |
| Medical waste | MW |
| Municipal solid waste | MSW |
| Life cycle assessment | LCA |
| Life cycle inventory | LCI |
| Chinese life cycle database | CLCD |
| Primary energy demand | PED |
| Abiotic depletion potential | ADP |
| Global warming potential | GWP |
| Ozone depletion | ODP |
| Acidification potential | AP |
| Respiratory inorganics | RI |
| Photochemical ozone formation | POFP |
| Eutrophication potential | EP |
| Ecotoxicity-freshwater | ET |
| Human toxicity-cancer effects | HT-cancer |
| Human toxicity-non cancer effects | HT-non cancer |
| Ionizing radiation-human health effects | IRP |
| Land use | LU |
| Industrial water use | IWU |
| Chemical oxygen demand | COD |
| Energy conservation and emission reduction | ECER |
Fig. 1System boundaries and mass flows of five emergency disposal scenarios (unit: kg).
Fig. 2System boundaries and mass flows of two auxiliary disposal scenarios (unit: kg).
LCI of disposal scenarios for 1 tonne waste.
| Item | Unit | Scenarios | |||||||
|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | I | II | |||
| Raw materials | Electricity consumption | kWh | 43.4 | 134.27 | 374.40 | 159.02 | 64.29 | 198.00 | 79.45 |
| Generated energy | kWh | – | – | – | – | 449.89 | – | 444.96 | |
| Net energy generation | kWh | – | – | – | – | 385.60 | – | 365.51 | |
| Fresh water | kg | 2242.42 | 905 | 330 | 2242.42 | 2061.69 | 1295.83 | 2168.50 | |
| Transportation | t*km | 10.62 | 10.78 | 10.04 | 10.89 | 10.17 | 11.44 | 10.25 | |
| Sodium hydroxide | kg | 1.98 | – | – | 29.90 | 5.00E−02 | 39.77 | 4.00E−03 | |
| Activated carbon | kg | 2.37 | – | 0.13 | 1.20E−03 | 0.54 | 5.50 | 0.65 | |
| Hydrochloride | kg | – | – | – | – | 0.04 | – | 0.44 | |
| Sodium hypochlorite | kg | – | 16.7 | – | – | – | 2.50E−03 | 2.74E−03 | |
| Sulfate | kg | – | – | – | – | – | 1.25 | 4.00E−03 | |
| Urea | kg | – | – | – | 8.73 | – | 3 | – | |
| Ammonia | kg | – | – | – | – | 3.68 | – | 2.59 | |
| Hydrated lime | kg | – | – | – | – | 11.80 | 88.52 | 16.84 | |
| Lime | kg | 5.93 | – | – | 2.8 | – | – | – | |
| Natural gas | m3 | – | – | – | – | – | 22.50 | – | |
| Potland cement | kg | – | – | – | – | – | – | 3.12 | |
| Disinfection solution | kg | 0.99 | – | 4.25 | – | – | – | – | |
| Chlorine dioxide | kg | – | – | 0.02 | – | – | – | ||
| Kerosene | kg | 50 | – | – | – | – | – | – | |
| Diesel | kg | – | 61 | – | 48 | 0.55 | 0.83 | 0.82 | |
| Direct air emissions | Sulfur dioxide | kg | 0.05 | 0.51 | – | 1.80 | 0.11 | 1.23 | 0.26 |
| Nitrogen oxides | kg | 0.68 | 0.10 | – | 1.89 | 0.36 | 1.85 | 0.97 | |
| Particulate | kg | 0.16 | 9.26E−04 | – | 0.27 | 4.88E−05 | 0.36 | 0.19 | |
| Hydrogen fluoride | kg | 3.96E−03 | – | – | 0.02 | – | 0.02 | 0.19 | |
| Hydrogen chloride | kg | 3.96E−03 | – | – | 0.13 | – | 0.25 | – | |
| Hydrogen sulfide | kg | – | 4.63E−05 | 2.70E−05 | – | 2.69E−06 | 1.08E−03 | – | |
| Carbon monoxide | kg | – | – | – | 0.72 | – | 0.86 | – | |
| Volatile organic compound | kg | – | 0.02 | – | – | – | 0.11 | – | |
| Ammonia | kg | – | 4.07E−04 | 4.87E−03 | 0.08 | 2.02E−05 | 0.06 | – | |
| Mercury | kg | 2.37E−05 | – | – | 4.67E−04 | – | 5.00E−04 | – | |
| Cadmium | kg | 1.98E−05 | – | – | – | – | 6.25E−05 | – | |
| Lead | kg | 4.00E−03 | – | – | 4.47E−03 | – | 3.75E−04 | – | |
| Arsenic | kg | – | – | – | 4.67E−04 | – | 1.25E−05 | – | |
| Nickel | kg | 9.22E−04 | – | – | – | – | 5.00E−05 | – | |
| Dioxins | ug | 7.53 | – | – | 0.87 | – | 0.55 | 0.66 | |
| Waste water | Waste water | t | 0.17 | 0.33 | 0.384 | 1.79 | 0.13 | 0.2975 | 0.27 |
| Chemical oxygen demand | mg | 38461.54 | – | – | 89,300 | – | 29,750 | 15917.81 | |
| Suspended solids | mg | – | – | – | – | – | 17833.33 | 5315.07 | |
| Ammonia nitrogen | mg | 4395.6 | – | – | 8.93E + 03 | – | 2958.33 | 2136.99 | |
| Phosphorus | mg | – | – | – | – | – | 291.67 | – | |
| Lead | mg | – | – | – | – | – | 150 | – | |
| Mercury | mg | – | – | – | – | – | 58.33 | – | |
| Chromium | mg | – | – | – | – | – | 58.33 | – | |
| Arsenic | mg | – | – | – | – | – | 120.83 | – | |
| Solid waste | Sanitary landfill | t | 0.30 | – | – | 0.29 | 0.25 | 0.27 | 0.27 |
LCI of composite scenarios. Values are presented per functional unit.
| Item | Unit | Composite scenarios | |||||
|---|---|---|---|---|---|---|---|
| A | B | C | D | E | |||
| Raw materials | Electricity consumption | kWh | 2180.61 | 2339.01 | 2590.27 | 2172.65 | 1913.39 |
| Generated energy | kWh | 8454.22 | 8832.43 | 8894.73 | 8454.22 | 8997.81 | |
| Net energy generation | kWh | 6944.67 | 7255.35 | 7306.52 | 6944.67 | 7712.07 | |
| Fresh water | kg | 47551.79 | 48057.60 | 47786.19 | 50552.49 | 45341.50 | |
| Transportation | t*km | 241.58 | 250.44 | 251.14 | 240.11 | 239.75 | |
| Sodium hydroxide | kg | 128.13 | 126.15 | 126.15 | 124.76 | 127.07 | |
| Activated carbon | kg | 32.09 | 30.27 | 30.49 | 12.29 | 28.21 | |
| Hydrochloride | kg | 8.33 | 8.70 | 8.76 | 8.33 | 0.80 | |
| Sodium hypochlorite | kg | 0.06 | 16.76 | 0.06 | 0.05 | 0.01 | |
| Sulfate | kg | 4.05 | 4.05 | 4.05 | 0.08 | 3.97 | |
| Urea | kg | 9.51 | 9.51 | 9.51 | 36.42 | 9.51 | |
| Ammonia | kg | 49.14 | 51.34 | 51.70 | 49.14 | 73.53 | |
| Hydrated lime | kg | 600.57 | 614.89 | 617.25 | 319.98 | 516.62 | |
| Lime | kg | 5.93 | – | – | 11.68 | – | |
| Natural gas | m3 | 71.33 | 71.33 | 71.33 | – | 71.33 | |
| Potland cement | kg | 59.19 | 61.83 | 62.27 | 59.19 | – | |
| Disinfection solution | kg | 0.99 | – | 4.25 | – | – | |
| Chlorine dioxide | kg | – | – | – | 0.07 | – | |
| Kerosene | kg | 50 | – | – | – | – | |
| Diesel | kg | 18.26 | 79.96 | 19.07 | 215.78 | 13.56 | |
| Direct air emissions | Sulfur dioxide | kg | 8.87 | 9.56 | 9.08 | 12.42 | 6.13 |
| Nitrogen oxides | kg | 25.00 | 25.25 | 25.28 | 26.34 | 13.02 | |
| Particulate | kg | 4.98 | 4.98 | 5.01 | 4.81 | 1.13 | |
| Hydrogen fluoride | kg | 3.77 | 3.93 | 3.96 | 3.77 | 0.08 | |
| Hydrogen chloride | kg | 0.78 | 0.78 | 0.78 | 0.56 | 0.78 | |
| Hydrogen sulfide | kg | 3.43E−03 | 3.48E−03 | – | – | 3.49E−03 | |
| Carbon monoxide | kg | 2.73 | 2.73 | 2.73 | 3.00 | 2.73 | |
| Volatile organic compound | kg | 0.34 | 0.36 | 0.34 | – | 0.34 | |
| Ammonia | kg | 1.84E−01 | 0.18 | 0.19 | 0.33 | 0.18 | |
| Mercury | kg | 1.61E−03 | 1.59E−03 | 1.59E−03 | 1.95E−03 | 1.59E−03 | |
| Cadmium | kg | 2.18E−04 | 1.98E−04 | 1.98E−04 | – | 1.98E−04 | |
| Lead | kg | 5.18E−03 | 1.19E−03 | 1.19E−03 | 0.02 | 1.19E−03 | |
| Arsenic | kg | 3.96E−05 | 3.96E−05 | 3.96E−05 | 1.95E−03 | 3.96E−05 | |
| Nickel | kg | 1.08E−03 | 1.59E−04 | 1.59E−04 | – | 1.59E−04 | |
| Dioxins | ug | 21.77 | 14.81 | 14.90 | 16.11 | 1.75 | |
| Waste water | Waste water | t | 6.16 | 6.54 | 6.25 | 12.51 | 3.62 |
| Chemical oxygen demand | mg | 435207.40 | 410275.99 | 412504.49 | 674958.36 | 94307.50 | |
| Suspended solids | mg | 157517.97 | 162035.78 | 162779.89 | 100986.30 | 56531.67 | |
| Ammonia nitrogen | mg | 54376.26 | 51797.09 | 52096.27 | 77854.74 | 9377.92 | |
| Phosphorus | mg | 924.58 | 924.58 | 924.58 | – | 924.58 | |
| Lead | mg | 475.50 | 475.50 | 475.50 | – | 475.50 | |
| Mercury | mg | 184.92 | 184.92 | 184.92 | – | 184.92 | |
| Chromium | mg | 184.92 | 184.92 | 184.92 | – | 184.92 | |
| Arsenic | mg | 383.04 | 383.04 | 383.04 | – | 383.04 | |
| Solid waste | Sanitary landfill | t | 6.15 | 6.22 | 6.25 | 6.34 | 5.86 |
Fig. 3Effect of each material and energy consumption on the indicators of environmental impact.
Fig. 4Normalized environmental impacts.
Fig. 5ECER indicator for each materials, energy consumption and total in scenarios 1, 2 and 3 (AC: activated carbon; DE: direct emissions; E: electricity; FW: fresh water; K: kerosene; L: lime; SH: sodium hydroxide; T: transportation; D: diesel; MWRD: medical waste residue disposal).