| Literature DB >> 36247722 |
Abdallah Abdelfattah1,2, Sameh Samir Ali3,4, Hassan Ramadan2, Eslam Ibrahim El-Aswar5, Reham Eltawab1,2, Shih-Hsin Ho6, Tamer Elsamahy3, Shengnan Li6, Mostafa M El-Sheekh4, Michael Schagerl7, Michael Kornaros8, Jianzhong Sun3.
Abstract
The rapid expansion of both the global economy and the human population has led to a shortage of water resources suitable for direct human consumption. As a result, water remediation will inexorably become the primary focus on a global scale. Microalgae can be grown in various types of wastewaters (WW). They have a high potential to remove contaminants from the effluents of industries and urban areas. This review focuses on recent advances on WW remediation through microalgae cultivation. Attention has already been paid to microalgae-based wastewater treatment (WWT) due to its low energy requirements, the strong ability of microalgae to thrive under diverse environmental conditions, and the potential to transform WW nutrients into high-value compounds. It turned out that microalgae-based WWT is an economical and sustainable solution. Moreover, different types of toxins are removed by microalgae through biosorption, bioaccumulation, and biodegradation processes. Examples are toxins from agricultural runoffs and textile and pharmaceutical industrial effluents. Microalgae have the potential to mitigate carbon dioxide and make use of the micronutrients that are present in the effluents. This review paper highlights the application of microalgae in WW remediation and the remediation of diverse types of pollutants commonly present in WW through different mechanisms, simultaneous resource recovery, and efficient microalgae-based co-culturing systems along with bottlenecks and prospects.Entities:
Keywords: Bioremediation; Co-culturing; Environmental applications; Microalgae; Wastewater treatment
Year: 2022 PMID: 36247722 PMCID: PMC9557874 DOI: 10.1016/j.ese.2022.100205
Source DB: PubMed Journal: Environ Sci Ecotechnol ISSN: 2666-4984
Fig. 1Biorefinery of microalgal biomass after wastewater treatment for biofuel, biofertilizer, and high-value products.
Biomass production of microalgae grown in wastewaters.
| Microalgae | Waste source | Biomass production | Reference |
|---|---|---|---|
| Domestic wastewater | 1.72 g L−1 | [ | |
| Domestic wastewater | 3.55 g L−1 | [ | |
| Municipal wastewater | 0.22 g L−1 d−1 | [ | |
| Domestic wastewater | 0.73–1.38 mg L−1 d−1 | [ | |
| Municipal wastewater | 1.81 g L−1 | [ | |
| Municipal wastewater | 1.1 g L−1 | [ | |
| Municipal wastewater | 1 g L−1 | [ |
Fig. 2Bioremediation mechanisms of pollutants through microalgal metabolism.
Fig. 3Wastewater treatment using microalgae.
Fig. 4Techniques for biomass and biofuel production during microalgal wastewater treatment.
Fig. 5Metal–microbe interactions mechanism during the bioremediation process.
Remediation of heavy metals (HMs) using microalgae.
| HMs | HMs concentration (mg L−1) | Treatment method | Microalgae | Biomass concentration (g) | Biomass | Reference |
|---|---|---|---|---|---|---|
| Cadmium | 50 | Biosorption | 1 | Non-living | [ | |
| Cadmium | 50 | Biosorption | 0.6 | Non-living | [ | |
| Chromium | 50 | Biosorption | 1 | Non-living | [ | |
| Chromium | 50 | Biosorption | 3 | Non-living | [ | |
| Chromium | 50 | Biosorption | 2 | Non-living | [ | |
| Cadmium | 50 | Biosorption | 0.25 | Non-living | [ | |
| Lead | 50 | Biosorption | 0.25 | Non-living | [ | |
| Lead | 100 | Biosorption | 4.52 μg chl a ml−1 | living | [ | |
| Mercury | 100 | Biosorption | 4.52 μg chl a ml−1 | living | [ | |
| Lead | – | Biosorption | 2 | Non-living | [ | |
| Nickel | – | Biosorption | 2 | Non-living | [ | |
| Zinc | – | Fixed-bed column | 2 | Non-living | [ | |
| Arsenic | 6 | Biosorption | 4 | Non-living | [ |
Dyes abatement using microalgae.
| Dyes | Microalgae | The influent concentration of dye (mg L−1) | Removal efficiency (%) | Reference |
|---|---|---|---|---|
| Methylene blue | 100 | 83.04 | [ | |
| Reactive Black 5 | 200 | 80 | [ | |
| Direct Blue 71 | 200 | 78 | [ | |
| Disperse Red 1 | 300 | 84 | [ | |
| Malachite green | 5 | 93 | [ | |
| Safranin | 5 | 52 | [ | |
| Congo red | 50 | 100 | [ | |
| Yellow dye | 10 | 3.12 | [ | |
| Aniline blue | 25 | 58 | [ | |
| Malachite green | 100 | 67 | [ | |
| Acid Black 210 | 125 | 98.55 | [ | |
| Acid Blue 7 | 125 | 97.05 | [ | |
| Blue dye | – | 76.48 | [ | |
| Red dye | – | 62.63 | [ | |
| Blue dye | – | 78.29 | [ | |
| Red dye | – | 64.21 | [ | |
| Methylene blue | 20 | 98.6 | [ | |
| Rhodamine B | 100 | 80 | [ | |
| Malachite green | 6 | 91.61 | [ | |
| Malachite green | 100 | 97.13 | [ | |
| Malachite green | – | 85.9 | [ | |
| Monoazo and diazo | – | 68 | [ | |
| Malachite green | – | 80.7 | [ | |
| Malachite green | 10 | 87.1 | [ | |
| Synazol | – | 85 | [ |
Removal of pharmaceutical pollutants from the environment by microalgae.
| Wastewater (WW) category | Pollutants | Microalgae | Removal efficiency (%) | Reference |
|---|---|---|---|---|
| Lake Mead water | Ibuprofen | 40 | [ | |
| Lake Mead water | Trimethoprim | 10 | [ | |
| Lake Mead water | Ciprofloxaci | 100 | [ | |
| Lake Mead water | Carbamazepine | 20 | [ | |
| Lake Mead water | Triclosan | 100 | [ | |
| Urine, anaerobically treated black water, and synthetic urine | Diclofenac | 40–60 | [ | |
| Urine, anaerobically treated black water, and synthetic urine | Ibuprofen | 100 | [ | |
| Urine, anaerobically treated black water, and synthetic urine | Paracetamol | 100 | [ | |
| Urine, anaerobically treated black water, and synthetic urine | Metoprolol | 100 | [ | |
| Urine, anaerobically treated black water, and synthetic urine | Carbamazepine | 30 | [ | |
| Urine, anaerobically treated black water, and synthetic urine | Trimethoprim | 40 | [ | |
| Urban or synthetic WW | Carbamazepine | Microalgae consortia in high-rate algal ponds dominated by | 20 | [ |
| WW digestate and growth medium | Estradiol | 88–100 | [ | |
| Urban WW | Acetaminophen | Microalgae consortia in high-rate algal ponds | 99 | [ |
| Urban WW | Ibuprofen | Microalgae consortia in high-rate algal ponds | 99 | [ |
| Urban WW | Carbamazepine | Microalgae consortia in high-rate algal ponds | 62 | [ |
Fig. 6Mechanisms involved in the removal of pharmaceutical compounds by microalgae.
Mechanisms of removal for pharmaceutical compounds (PCs) by microalgae.
| Microalgae | PCs | Mechanism | Removal (%) | Reference |
|---|---|---|---|---|
| 17α-ethinylestradiol | Adsorption & biodegradation | 68 | [ | |
| Norgestrel | Biodegradation | 60 | [ | |
| β-estradiol | Adsorption & biodegradation | 100 | [ | |
| Metronidazole | Adsorption | 100 | [ | |
| Florfenicol | Bioaccumulation, biodegradation & adsorption | 97 | [ | |
| Enrofloxacin | Bioaccumulation, bioadsorption, and/or biodegradation | 23 | [ | |
| Enrofloxacin | Bioaccumulation, bioadsorption, and/or biodegradation | 25 | [ |
Fig. 7Nitrogen removal mechanisms by microalgal cells in wastewater.
Fig. 8Synergic interaction between aerobic bacteria and microalgae [55].
Microalgae-based wastewater treatment (WWT) for nutrients and organics removal.
| Microalgae | Wastewater type | Removal efficiency | Reference |
|---|---|---|---|
| Piggery WW | 91.43% (BOD), 83.11% (COD), 83.74% (TN), and 54.69% (TP) | [ | |
| Brewery WW | 91.43% (BOD), 83.11% (COD), 83.74% (TN), and 54.69% (TP) | [ | |
| Anaerobic membrane bioreactor effluent (domestic WW) | N and P removal ranged from 90 to 99% | [ | |
| Secondary municipal WW | 83.2% (NO3−-N) and 73.2% (PO43−) | [ | |
| Industrial and municipal WW + stormwater | 63.6% (COD), 4.2% (TN), and 82.7% (TP) | [ | |
| Stimulated municipal WW | 99.2% (NH4+), 91.2% (PO4), and 83.6% (TOC) | [ | |
| Synthetic municipal WW | 98% (NH4+), 96% (PO43−), and 88% (COD) | [ | |
| Synthetic municipal WW | 81% (NH3), 39% (PO43−), and 98% (COD) | [ | |
| Primary-treated WW | 6.26 mg L−1 d−1 (NH3), 1.41 mg L−1 d−1 (PO43−), and 16.4 mg L−1 d−1 (COD) | [ |
BOD, Biological oxygen demand; COD, Chemical oxygen demand; NH, Ammonia; NH+, Ammonium; PO3−, Phosphate; TN, Total nitrogen; TOC, Total organic carbon; TP, Total phosphorus.
Fig. 9Potential microalgal hydride cultivation systems applications in industrial and environmental applications.