| Literature DB >> 36005713 |
Shaymala Mehanathan1, Juhana Jaafar1, Atikah Mohd Nasir2, Roshanida A Rahman3, Ahmad Fauzi Ismail1, Rosli Md Illias3, Mohd Hafiz Dzarfan Othman1, Mukhlis A Rahman1, Muhammad Roil Bilad4, Muhammad Nihal Naseer5.
Abstract
The complexity of removing boron compounds from aqueous systems has received serious attention among researchers and inventors in the water treating industry. This is due to the higher level of boron in the aquatic ecosystem, which is caused by the geochemical background and anthropogenic factors. The gradual increase in the distribution of boron for years can become extremely toxic to humans, terrestrial organisms and aquatic organisms. Numerous methods of removing boron that have been executed so far can be classified under batch adsorption, membrane-based processes and hybrid techniques. Conventional water treatments such as coagulation, sedimentation and filtration do not significantly remove boron, and special methods would have to be installed in order to remove boron from water resources. The blockage of membrane pores by pollutants in the available membrane technologies not only decreases their performance but can make the membranes prone to fouling. Therefore, the surface-modifying flexibility in adsorptive membranes can serve as an advantage to remove boron from water resources efficiently. These membranes are attractive because of the dual advantage of adsorption/filtration mechanisms. Hence, this review is devoted to discussing the capabilities of an adsorptive membrane in removing boron. This study will mainly highlight the issues of commercially available adsorptive membranes and the drawbacks of adsorbents incorporated in single-layered adsorptive membranes. The idea of layering adsorbents to form a highly adsorptive dual-layered membrane for boron removal will be proposed. The future prospects of boron removal in terms of the progress and utilization of adsorptive membranes along with recommendations for improving the techniques will also be discussed further.Entities:
Keywords: adsorptive membrane; boron; dual-layered membrane; surface modification; water treatment
Year: 2022 PMID: 36005713 PMCID: PMC9415005 DOI: 10.3390/membranes12080798
Source DB: PubMed Journal: Membranes (Basel) ISSN: 2077-0375
Figure 1The evolution of post-treatment technology in removing boron [14,15,16,17,18,19,20,21,22].
Figure 2The progress of standards permitted for boron in drinking water [25].
Boron hazard for irrigation water (ppm = part per million). Reprinted with permission from Ref. [27], 1994, Elsevier.
| Boron Concentration (1 ppm = 1 mg/L) | Tolerance of Crops |
|---|---|
| <0.5 ppm | Satisfactory for all crops. |
| 0.5–1.0 ppm | Can show injury for sensitive crops. |
| 1.0–2.0 ppm | Satisfactory among semi-tolerant crops, can cause retarded growth in sensitive crops. |
| >2.0 ppm | Only satisfactory for certain tolerant crops. |
Figure 3Structure of boric acid with hydrogen bonding.
Figure 4Existence of boron at different pH values. Reprinted with permission from Ref. [32], 2014, Elselvier.
Figure 5Summary on various sources and their respective processes accounting for boron concentration in the environment.
Advantages and disadvantages of different boron-removing technologies [68].
| Conventional Boron Technology | Process | Advantages | Disadvantages |
|---|---|---|---|
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Process through which boron is adsorbed onto different kinds of solids. |
Boron-selective No chemical consumption Availability of less costly natural adsorbents (e.g., coal, fly ash, red mud, etc.). |
Cost of synthetic adsorbents Lack of regeneration studies Highly relies on the adsorbent’s performance Naturally available adsorbents are less efficient |
|
|
Application of biomass species in a single or combined process to treat water. |
Feasible for removing boron. |
Yet to be established and commercialized. |
|
|
Process of using chemical such as Calcium Hydroxide to form flocks and remove boron from water by sedimentation. |
Simple Inexpensive Can provide higher boron removal |
Sludge production Secondary pollution Consumption of chemicals |
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|
Process of destabilizing suspended, emulsified or dissolved contaminants in an aqueous medium by introducing an electric current into the medium |
Sludge settling Dewatering |
Costly High chemical consumption |
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An electrochemical process causes ions to migrate through ion-selective semi-permeable membranes due to the attraction to two electrically charged electrodes |
High separation selectivity |
High operational cost due to membrane fouling High energy requirement |
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|
Usage of boron-selective resins to remove and recover boron from water |
High regeneration of ion-exchange resins Highly boron-selective |
Costly |
|
|
A process where a partially permeable membrane is used to separate boron. |
Less solid waste Less chemical consumption High efficiency Small space requirement |
High capital and operational cost Operates at low flow rates Removal decreases due to scaling issues at higher pH values. |
Preparation of hybrid adsorptive membranes based on previous studies.
| Method | Membrane | Removal | Remark | Reference |
|---|---|---|---|---|
|
| Natural zeolite-based hollow fiber ceramic membrane | Ammonia |
Higher removal Good mechanical strength Good permeation flux | [ |
|
| Polysulfone (PSf)/Organoclay/Organic nanofiller (G, GO, CNTs or CNTOxi) hybrid membranes | Mercury |
High selectivity Good mechanical strength Improved thermal stability | [ |
|
| PSf support matrix membrane loaded with a chitosan functionalized iron nanocomposite membrane fabricated using the phase inversion method and then coated with an alginate active layer | Antimony |
High adsorption capacity Enhanced removal via the steric hindrance effect and electrostatic repulsion | [ |
|
| Zeolite nanoparticles-impregnated polysulfone membranes | Lead and nickel cations |
Improved adsorption and filtration performances | [ |
|
| Polyvinylalcohol/tetraethylorthosilicate/aminopropyltriethoxysilane (PVA/TEOS/APTES) nanofiber membrane | Uranium (IV) |
Highly reusable and can be extensively used for industrial activities | [ |
|
| Loose nanofiltration membrane with TiO2 nanoparticles on the membrane surface | Salt and dye |
High hydrophilicity Good stability of membranes High removal of salt and dye High water flux | [ |
|
| Functionalized poly(vinyl alcohol)/tetraethyl orthosilicate (PVA/TEOS) hybrid membranes with 3-mercaptopropyltrimethoxysilane (TMPTMS) groups | Cadmium and nickel ions |
High reusability | [ |
Figure 6Overall illustration about capturing boron using an adsorptive membrane.
Figure 7Possible binding mechanism of boric acid and adsorbent with -OH functional groups.
Figure 8Illustration of the view of the structure after the complexation reaction.
Figure 9Possible rejection of boron from water through an adsorptive membrane.
Previous studies about boron removal by adsorptive membranes.
| Adsorptive Membrane | Membrane Configuration | Source | Initial Boron Concentration (mg/L) | Adsorption Capacity (mg/L/mmol/g) | Boron Removal (%) | Water Flux | Reference |
|---|---|---|---|---|---|---|---|
|
| Hollow fiber | Saline geothermal water | 11.0 mg/L | 0.52 mg/L | 95.3 | - | [ |
|
| Flat sheet | Seawater | - | - | 92.2 | 33.4% improved flux | [ |
|
| Flat sheet | - | 5 mg/L | - | [ | ||
|
| 0.20 mmol/g | 70 L/m2 h | |||||
|
| 0.44 mmol/g | 90 L/m2 h | |||||
|
| 0.46 mmol/g | 80 L/m2 h | |||||
|
| Hollow fiber | Leachate | 8.2 mg/L | 0.43 mg/L | 94.75 | 223 L/m2 h | [ |
|
| Flat sheet | Seawater | 5 mg/L | 0.5 mg/L | 90.6 | 8.5 L/m2 h | [ |
|
| Flat sheet | Brackish water | 5 mg/L | - | 99.08 | 56.83 L/m2 h | [ |
| Seawater | 5 mg/L | - | 99.27 | 61.32 L/m2 h | [ | ||
|
| Flat sheet | - | 100 mg/L | - | 76.6 | - | [ |
|
| Flat sheet | - | 300 mg/L | 1.61 mmol/g | - | 45 L/m2 h | [ |
|
| Hollow fiber | - | 5 mg/L | 5.68 mmol/g | - | - | [ |
|
| Flat sheet | Seawater | 5 mg/L | - | 96 | 38 L/m2 h | [ |
|
| Flat sheet | - | 300 mg/L | 0.193 mmol/g | - | 475 L/m2 h | [ |
|
| Hollow fiber | Geothermal water | 60.84 mg B/L | 0.5 mg B/L | - | 27.7 kg/m2 h | [ |
Comparison of single-layered and double-layered adsorptive membranes.
| Adsorptive Membrane | Single-Layered | Double-Layered |
|---|---|---|
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Increased hydrophilicity |
Very well-dispersed adsorbents Materials that make up both layers can be independently selected Reduced cost due to the usage of the adsorbent in a small portion out of a whole membrane High selectivity Good mechanical strength Can be operated at high-range pH values |
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Agglomeration and aggregation due to the adsorbent amount being above the threshold amount Poor contact with pollutants, which causes reduced selectivity Low diffusion rate of water due to the packed structure |
Delamination issue Low tolerance to chemicals and oxidants |
Figure 10Positioning of adsorbents in the polymer matrix [118]. (a) Adsorbents incorporated into the pores of membrane. (b) Adsorbents incorporated into the membrane matrix. (c) Adsorbents incorporated associated with surface grafting. (d) Adsorbents incorporated at the top surface of membrane. (e) Adsorbents incorporated by grafting onto membrane surface. (f) Adsorbents incorporated by assembling of layers.
Figure 11Different coating techniques to form adsorptive membranes.
Methods of fabricating dual-layered flat sheet membranes.
| Method | Feature | Material | Application | Output | References |
|---|---|---|---|---|---|
|
| Interfacial polymerization is a type of step-growth polymerization in which polymerization occurs at the interface between two immiscible phases (generally, two liquids), resulting in a polymer that is constrained to the interface. | Active layer: Polyamide (PA) | Forward osmosis (FO), salt rejection | Enhanced water permeability, higher selectivity, improved performance as a TFC-FO membrane | [ |
|
| Deposition of thin films and coatings with a precisely controlled composition and thickness (can be used for multilayer films too) | Polyethylenimine (PEI) and trimesoyl chloride (TMC) on a microporous polyethersulfone (PES) substrate. | Nanofiltration (NF) | Increased permeability, stable and higher salt rejection, more compact structure | [ |
|
| Process of chemically joining two or more molecules by covalent bonding to be spread on the surface of the membrane. | Polyamide reverse osmosis membrane modified through coating a surface layer of natural polymer sericin | Reverse osmosis (RO) | Increased antifouling ability, decreased pure water permeability, increased salt rejection, capability of decreasing the foulant attachment on the membrane surface | [ |
|
| Simultaneous casting of two dope solutions on a casting plate by controlling several parameters | Silica-impregnated porous bottom layer nano-particle-devoid top surface-interface PA-active layer | Forward osmosis (FO) | Defect-free structure and increased water flux without compromising on the reverse salt flux | [ |
Studies about dual-layered flat sheet membranes for boron removal.
| Membrane Preparation Method | Adsorbent/Active Layer | Polymer | Boron Rejection | Application | Findings | Reference |
|---|---|---|---|---|---|---|
|
| Commercially available NMDG group, (±)-3-amino-1,2 propanediol or serinol | Polyamide-sub layer | 90% | Ultrafiltration | 40% reduction in salt passage; max boron rejection at pH = 5.2 | [ |
|
| Trimesoyl chloride | Polysulfone-sub layer | 99% | Ultrafiltration | Max rejection at pH = 10 | [ |
|
| M-phenylenediamine cross-linked 1,3,5-benzenetricarbonyl trichloride followed by a polyamide layer with the UiO66 nanoparticle | Polysulfone-sub layer | 91.2% | Reverse osmosis | Improved water flux and salt rejection | [ |
Figure 12Illustration of the co-casting technique.