Microwave Irradiation in Technologies of Wastewater and Wastewater Sludge Treatment: A Review
Abstract
:1. Introduction
2. Materials and Methods
3. Results
3.1. Heating and Thermal Treatment
3.2. Properties Change
3.2.1. Wastewater
3.2.2. Wastewater Sludge
3.3. Decontamination (Disinfection)
3.4. Decomposition of Organic Substances
3.5. Demulsification
3.6. Extraction of Heavy Metals
3.7. Biogas Processing
3.8. Pyrolysis of Wastewater Sludge
3.9. Modification of Sorbents
3.10. Devices for MW-Processing of WW and WWS
4. Conclusions and Considerations for Future Research
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Section | Direction of MW Research | WW | WWS | [Ref./No] |
---|---|---|---|---|
Section 3.1 | Heating and thermal treatment | + | + | [3,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27] |
Section 3.2 | Properties change | + | + | [28,29,30,31,32,33,34,35,36,37,38,39,40,41,42] |
Section 3.3 | Decontamination | + | + | [14,26,28,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56] |
Section 3.4 | Decomposition of organic substances | + | - | [9,13,22,57,58,59,60,61,62,63,64,65,66,67,68,69,70,71,72,73,74,75,76,77,78,79,80,81] |
Section 3.5 | Demulsification | + | - | [82,83,84,85,86,87,88,89,90] |
Section 3.6 | Extraction of heavy metals | + | + | [6,14,24,91,92] |
Section 3.7 | Generation of biogas | - | + | [93,94,95,96,97,98,99,100,101,102,103,104,105,106] |
Section 3.8 | Pyrolysis of sewage sludge | - | + | [107,108,109] |
Section 3.9 | Sorbent modification | + | - | [73,110,111,112,113,114,115,116,117,118,119] |
Section 3.10 | Devices for WW and WWS MW processing | + | + | [120,121,122,123,124,125,126,127,128] |
Paper’s Category | Number | [Ref./No] | Country * |
---|---|---|---|
Magazine Site | 1 | [1] | Russia |
Reviews | 28 | [2,3,4,7,8,9,13,14,16,17,21,43,51,57,58,59,73,76,90,91,93,94,95,98,107,108,112,119] | Australia, Taiwan, Japan, China, India, The Netherlands, Russia, Austria, UK, Malaysia, and Serbia |
Research papers | 86 | [5,6,10,11,12,15,18,19,20,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,44,45,46,47,52,53,54,55,56,60,61,62,63,64,65,66,67,68,69,70,71,72,74,75,77,78,79,80,81,82,83,84,85,86,87,88,89,92,96,97,99,100,101,102,103,104,105,106,109,110,111,113,114,115,116,119] | Egypt, Russia, India, Austria, China, Japan, Italy, USA, UK, Malaysia, Afghanistan, The Netherlands, Hungary, Australia, Japan, Poland, Turkey, South Africa, Slovenia, Sweden, Canada, Korea, Denmark, Spain |
Patents | 13 | [48,49,50,117,120,121,122,123,124,125,126,127,128] | USA, and Russia |
Properties | Mechanism, Reason | Power MW | Duration MW | Description of Results | [Ref./No] |
---|---|---|---|---|---|
Structure | Water molecules’ excitation and mobility | 300 W | 10 min | More mobile, less ordered water structure and corrugated water clusters | [28,29] |
Surface tension | Decrease in viscosity and increase in water molecules’ activity | 30–600 W | 10–120 s | Water surface tension rapidly decreased at about 20–30% | [30,31,32] |
pH | Extraction of carbon dioxide | 300 W 800 W | 10 min 5–8 min | pH: from 4.81 to 4.91 pH: from 6.04 to 7.33 | [33,34] |
Electrical conductivity | Increase in water molecules’ activity | 300 W | 10 min | Electrical conductivity of water samples increased by 7.8% | [33] |
Nanobubbles formation | Surface tension change | 30–100 W 100–500 W | 60 s 10 s | Nanobubbles size: 200–2500 nm 400–4000 nm | [32] |
Coagulation of suspended solids | MW treatment, reagent addition and sedimentation | 396 W | 2 min | Particles’ growth process, high deposition rate | [25,35] |
Change in quality indicators of WW | Decomposition of substances | 800 W | 5–10 min | Decrease in WW pollution (Table 4) | [14,34] |
Wastewater Indexes | Inlet Concentration before MW, mg/L | Outlet Concentration after MW, mg/L | Description of Results |
---|---|---|---|
Suspended matters | 940 | 850 | The concentration decreases from 940 to 450 mg/L (after first stage) and then increases to 850 mg/L (after second stage). Efficient is 9.5% |
Chemical oxygen demand (COD) | 1240 | 490 | Efficient is 60.5% |
Biological oxygen demand (BOD) | 430 | 250 | The concentration decreases from 430 to 250 mg/L (after first stage) and then increases to 280 mg/L (after second stage). Efficient is 35% |
Ammonium-ion | 200 | 150 | Efficient is 25% |
Nitrate-ion | 0 | 3.8 | The concentration increases by reason of the destruction of organic matters and transformation ammonium nitrogen into nitrate–ion |
Phosphate-ion | 29 | 19 | Efficient is 34.5% |
Sulfates | 14 | 2 | Efficient is 85.7% |
Chlorides | 4.8 | 2.8 | Efficient is 41.7% |
pH | 6.04 | 7.33 | The environment became more neutral |
WWS Properties | WWS Form, Processing Method | MW Power | Duration MW | Description of Results | [Ref./No] |
---|---|---|---|---|---|
Structure change | Activated sludge; a mixture of activated sludge and raw sediment | 450–900 W | 1–10 min | Sediment’s structure changes: the flakes firstly expand than collapse | [25,34,36] |
Temperature | Activated sludge; a mixture of activated sludge and raw sediment | 300–900 W | 1–10 min | Rise in temperature and rapid boiling at 100 °C | [25,34,36] |
Resistivity (fluidity) | Mixed sediments | 800 W | 3–4 min | Decrease in viscosity and resistivity by 5 times | [25,34,36,37] |
Raw sediment, mixed sediments | 550 W | 6 min | A decrease of 73–84% from the original value for raw sediment and a mixture of sediments | [38] | |
Humidity | Activated sludge, raw sediment, and mixed sediments | 450–800 W | 1–8 min | Humidity decreases by 2–3% | [34,36] |
Moisture output | Mixture of sediments; activated sludge with the addition of an acid solution and heating to 100 °C | 600–900 W | 1–5 min | The time of capillary absorption of the sediment mixture is reduced by 1.2–1.3 times; when the pH changes to 2.0–2.4 of the activated sludge, a reduction of 4 times is achieved | [25,34,36,37,39] |
Raw sediment, mixed sediment, fermented sediment | 500–600 W | 1–1.5 min | The minimum capillary suction time is achieved only in the first 1–2 min of treatment to a temperature of 60–80 °C, then it begins to increase | [38,40,41] | |
Compaction (sedimentation) | Activated sludge | 900 W 750 W | 60 s 80 s | The settling velocity increases (the settling time is 24 h) | [25,34,36,37] |
Mineralisation | A mixture of raw sediment and activated sludge; activated sludge | 800 W | 8 min | Increase in the ash content of the wastewater sludge mixture by 6.1%; intensification of solubilisation of organic matter | [31,32,33,34] |
Dry matter content in the cake * | Dehydrated municipal sediment | 550 W | 0.5–4 min | In the raw sediment, the dry matter content increases by 8%; in the mixture and in the fermented—by 2%. | [38] |
Cake * humidity | Dehydrated municipal sediment | 400 W | 2 min | May achieve 28% | [38] |
Decontamination | Raw sediment, mixed sediments | 800–900 W | 1–8 min | Reducing the content of pathogenic microorganisms by 99% | [14,26,27,31,33,34,37,42,52] |
Type of an Organic Substance | Sample Volume | Concentration | Oxidizing Agent, Catalyst, pH | MW Power | MW Duration, Temperature | Effect | [Ref./No] |
---|---|---|---|---|---|---|---|
Sample was only MW-treated | |||||||
Ammonia (laboratory installation) | 100 mL | 0.5–12 g/L | Air 1 L/min pH = 11 | 750 W | 3 min 80 °C | D * 98.4–96.1% | [63] |
Ammonia (pilot plant) | 28,000 mL | 2.4–11 g/L | Air 30 L/min pH = 11.6–12 | 4.8 kW | 60 min 80–100 °C | D * 80% | [63] |
With an addition of the oxidizer: MW + OX | |||||||
Naphthalene Disulfonic Acid | 10 mL | 1.0 mmol/L | H2O2 | 300 W | 20 min 30 min 80 °C | D * 90% M ** 50% | [64] |
Dimethoate (phosphoric compound) | No Data | 0.1 mmol/L | K2S2O8 pH = 6.8 | 750 W | 4 min 100 °C | D * 100% | [22] |
Perflurooctanic acid | 50 mL | 0.25 mmol/L | Na2S2O8 | 800 W | 240 min 60–130 °C | D * 99.3% M ** 74.3% | [66] |
The photo-Fenton process: MW + OX + C + UV | |||||||
Polyacrylamide (PAA) | No Data | 150 mg/L | H2O2/AC pH = 3 | 70 W 490 W | 6 min | D * 20% D * 80% | [61] |
Pesticides (dimethoate, triazophos, malathion) | 1000 mL | 6.11–31.65 mg/L | H2O2 Fe2+; pH = 5 | 80 W | 120 min 25 °C | M ** 72.1% | [62] |
Direct photolysis: MW + OX + EDL | |||||||
Phenol | 50 mL | 200 mg/L | H2O2 | 1000 W | 9 min 30 min 50 °C | D * 90% M ** 95% | [67] |
Atrazine | 50 mL | 50 mg/L | pH = 6.3 | 900 W | 30 min 30 °C | D * 100% | [68] |
Photocatalysis: MW + OX + UV + TiO2 | |||||||
Methylene Blue (aromatic compound) | 50 mL | 100 mg/L | TiO2 load pH = 7 | 900 W | 15 min 100 °C | D * 96% M ** 50% | [69] |
2,4–D chlorophenoxyacetic herbicide | 10 mL | 0.04 mmol/L | TiO2 load pH = 4.9 | 700 W | 20 min 200 °C | D * 100% | [70] |
Bisphenol A (Endocrine disruptor) | 30 mL | 0.1 mM | TiO2 load pH = 6.7 | 1500 W | 90 min 150 °C | M ** 100% | [71] |
Phenol | 50 mL | 10 mg/L | TiO2/AC | 900 W | 30 min 1000 °C | D * 87% | [72] |
Atrazine | 50 mL | 20 mg/L | TiO2 nanotubes pH = 8.1 | 900 W | 5 min 20 min | D * 100% M ** 98.5% | [72] |
Emulsion Type | Water Content | Catalyst (C) | MW Power and Frequency | MW Duration | Results | [Ref./No] |
---|---|---|---|---|---|---|
Waste water, sludge and oil-in-water emulsions: sample + C + MW+ 60 min settling | ||||||
Waste emulsions of the metallurgical industry | No Data | NaOH (6 M) HCl (0.12–0.6 M) | 230–930 W 2.45 GHz | 1–4 min | 65–90% | [84] |
Waste oil water emulsions after metalworking | 99% | Sea water 20% | 700 W 2.45 GHz | 40 s | 92–93.2% | [85] |
Slurries, emulsions, and liquid waste of the water-in-oil type: sample + C/none + MW + 50–70 min settling | ||||||
Crude oil | 20 (60)% | none | 700 W 2.45 GHz | 42 s | Efficiency 1/td 0.085 (0.04) | [82] |
Crude oil | 40–60% | Sodium Acetate 0.2 M | 360–450 W 2.45 GHz | 2–3 min | 93–100% | [23,86] |
Crude oil | 50 (20)% | none | 900 W 2.45 GHz | 1–3.5 min 2–4.5 min | 85% 75% | [87] |
Low-temperature separation of emulsions | ||||||
Oil Sludge | 40% | none | 100 W 10 GHz | 2–3 min | Visual destruction of oil globules | [90] |
Oil/petroleum- emulsions | 30% | none | 45 W 0.5 GHz | 10 s | Visual enlargement of water droplets in oil | [83] |
Indicators | Content of Metal Ions in Decanted Water, mg/L | Increase in Concentration of Metals in Water | |
---|---|---|---|
without MW Treatment | Following MW Processing | ||
Arsenic | <0.002 | 0.004 ± 0.002 | 2 times |
Nickel | 0.011 ± 0.003 | 0.020 ± 0.006 | 1.8 times |
Mercury | 0.013 ± 0.008 | 0.017 ± 0.010 | 1.3 times |
Lead | 0.002 ± 0.001 | 0.002 ± 0.001 | Not observed |
Chrome (6+) | 0.114 ± 0.0052 | 0.218 ± 0.100 | 1.9 times |
Sediment | MW Power and Frequency | Temperature | Sample Processing Conditions | Description of Results | [Ref./No] |
---|---|---|---|---|---|
Domestic wastewater sludge mixture, ratio 48:52 | 1250 W 2.45 GHz | 96 °C | 500 mL samples heated in a home MW furnace to the boiling point, then subjected to anaerobic digestion in laboratory reactors for 5–18 days; biogas output recorded. | With thermophilic fermentation, the gas output increased by 17–26%. | [99] |
Dehydrated WWS | 1200 W 2.45 GHz | 80–160 °C | Samples heated and kept at a set temperature for 1 min, then cooled for 25 min. Heating speed 7.5 °C/min. Further, the samples were subjected to anaerobic digestion in laboratory reactors for 5–20 days; biogas output was recorded. | Maximal biogas output: At 160 °C- on the fifth day of the fermentation process. At 120 °C on the tenth day. | [105] |
Sludge mixture | 300–600 W 2.45 GHz | no data | Microwave pre-treatments were carried out in a semi–pilot MW unit in which the flow rate varied in the range of 5–60 L/h. Next, anaerobic digestion of the nitrogen-treated sludge mixture was carried out at a temperature of 37 degrees. | The biogas production improved by 174–210% (depending on the MW power and irradiated energy) | [106] |
Sorbent | Sorbent Preparation Process | MW Power | Duration | Temperature | Description of Results | [Ref./No] |
---|---|---|---|---|---|---|
Peat | MW heat | 60–600 W | 60 min | No data | Oil capacity 2.5–2.73 g/g. With increasing power, the adsorption of iodine increases by 1.2–1.4 times (from 115 to 150 mg/g), and for methylene blue it decreases by 2 times (from 55 to 28 mg/g) | [113] |
Peat | MW heat | 900 W | 12 min | 450 °C | Iodine adsorption activity increased from 11.4% to 19.1% | [114] |
Brown coal | MW heat | 900 W | 22.5 min | 315 °C | Iodine adsorption activity increased from 18.0% to 34.9% | [114] |
Montmorillonite | MW heat | 800 W | 4 min | 154 °C | Water vapor adsorption increased from 0.67 to 3.66 mmol/g | [115] |
Pine sawdust | Grinding, drying and MW heat | 600 W | 2 min | 40 °C | Increase in the sorption capacity for petroleum products by 3.7–4 times for initial concentrations of less than 5 mg/L and by 1.2 times for initial concentrations of 16–35 mg/L | [110] |
Rice husk | Combustion in the MW furnace | No data | 288 h 384 h | 500 °C 800 °C | Removal of petroleum products: 78% 98% | [116] |
Device/Installation | Application Domain: Treatment of | Type of Action | Parameters: Power N, Frequency F, Throughput Q, Temperature T | Patent Number, (Year) | MW Process Setting | [Ref./No] | ||
---|---|---|---|---|---|---|---|---|
WW | WWS | 1 * | 2 * | |||||
Sewage treatment installation | + | - | - | + | No Data | RU 116 851 (2012) | Combined UV and MW water disinfection | [120] |
Industrial and domestic sewage handling equipment | - | + | + | - | T 430–1000 °C f 2.5 GHz | RU 2 552 259 (2015) | Decomposition of waste under the combined influence of thermal and electromagnetic fields without oxygen access | [121] |
Waste incineration chamber | - | + | + | - | T 1200–1400 °C | RU 2 573 137 (2016) | Heating of the disposed waste to the combustion temperature | [122] |
Sewage sludge MW treatment plant | - | + | - | + | N 5440 W Q 1.37 t/h | RU 2 582 415 (2016) | Disinfection of industrial, domestic, and agricultural sewage sludge | [123] |
Wastewater and sediments MW treatment and decontamination device | + | + | - | + | N 2000 W f 2.45 GHz Q 0.1 m3/h T 50–85 °C | RU 2 693 783 (2019) | MW pretreatment of sediments prior to anaerobic fermentation | [124] |
Anaerobic processing plant for liquid organic waste | - | + | + | - | T 60–70 °C | RU 2 687 415 (2019) | MW pretreatment of WWS prior to anaerobic fermentation | [125] |
Electromagnetic phase separation system for oil–water emulsion | - | + | - | + | f 2.45 GHz | RU 2 710 181 (2019) | Destruction of oil–water emulsions (sludge from oil fields and oil refineries) | [126] |
Wastewater treatment by irradiation with ultra-high-frequency waves and ultraviolet light plant | + | - | - | + | No Data | RU 193 171 U1 (2019) | Combined UV and MW wastewater disinfection | [127] |
MW mobile technological complex treatment of acid mine water | + | - | + | - | N 1000 W f 1.38 GHz Q 150 m3/h | RU 2 739 259 (2020) | MW is used to transfer ionic and molecular components to the condensed phase and remove them from the treated water | [128] |
No | Practical Application Field | Promising Areas of Practical Application of MW in Wastewater and Wastewater Sludge Treatment Technologies |
---|---|---|
1. | Municipal local services | Wastewater treatment of all types (reduction of organic matter concentration, improvement of coagulation processes, and decomposition of chemicals), wastewater sludge treatment (reduction of volumes and organic matter content), an increase of biogas production during wastewater sludge fermentation on an urban spit, disinfection of all forms of wastewater and wastewater sludge, and intensification of pyrolysis and production of secondary raw materials |
2. | Production of drinking water | Water disinfection. Treatment of water sludge in order to reduce the volume, reducing the organic component |
3. | Agricultural industry | Improvement of biogas output in the fermentation of manure, sewage sludge, and other liquid industrial waste; decontamination of all types of wastewater and sediments; and decomposition of pesticides in surface wastewater |
4. | Medical institutions, pharmaceutical industry | Disinfection of all types of wastewater and waste; decomposition of medicines in wastewater and sediments |
5. | Metallurgical industry and machine-building | Industrial wastewater coagulation, extraction of metals from wastewater and sediments |
6. | Oil and petroleum industry | Demulsification of oil-water emulsions and oil-containing industrial wastewater, decomposition and reduction of oil sludge volumes |
7. | Dairy industry | Organic matter oxidation in industrial wastewater, sludge treatment to reduce volumes and organic matter, and decontamination of all types of wastewater and sludge |
8. | Chemical industry | New substances synthesis; chemical decomposition in industrial wastewater and sediments |
9. | Textile industry | Dye decomposition in industrial wastewater, improving the coagulation of contaminants; decontamination of all types of wastewater and sludge |
10. | Recycling and disposal of industrial waste | Decomposition of chemical, organic, and radioactive substances; reduction of liquid waste; and decontamination |
11. | Sorbent manufacture | Modification, regeneration, and activation of phyto–sorbents for sewage purification |
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Vialkova, E.; Obukhova, M.; Belova, L. Microwave Irradiation in Technologies of Wastewater and Wastewater Sludge Treatment: A Review. Water 2021, 13, 1784. https://doi.org/10.3390/w13131784
Vialkova E, Obukhova M, Belova L. Microwave Irradiation in Technologies of Wastewater and Wastewater Sludge Treatment: A Review. Water. 2021; 13(13):1784. https://doi.org/10.3390/w13131784
Chicago/Turabian StyleVialkova, Elena, Marina Obukhova, and Larisa Belova. 2021. "Microwave Irradiation in Technologies of Wastewater and Wastewater Sludge Treatment: A Review" Water 13, no. 13: 1784. https://doi.org/10.3390/w13131784
APA StyleVialkova, E., Obukhova, M., & Belova, L. (2021). Microwave Irradiation in Technologies of Wastewater and Wastewater Sludge Treatment: A Review. Water, 13(13), 1784. https://doi.org/10.3390/w13131784