2021
DOI: 10.1016/j.jwpe.2021.102074
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Treatment of shale gas flowback water by adsorption on carbon- nanotube-nested diatomite adsorbent

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Cited by 13 publications
(5 citation statements)
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“…The post-modified DE exhibited a higher adsorption capacity (q m = 44.0 mg/g) than bare DE (q m = 0.9 mg/g) for Congo red at pH = 7 [14]. Wang et al improved the multilevel pore structure of DE by loading carbon nanotubes onto the surface of diatomite, and enhanced the adsorption capacity of organic contaminants in shale gas flow back water [15]. However, as the used powder adsorbent, raw and functionalized DE has a serious disadvantage of separation from water environment.…”
Section: Introductionmentioning
confidence: 99%
“…The post-modified DE exhibited a higher adsorption capacity (q m = 44.0 mg/g) than bare DE (q m = 0.9 mg/g) for Congo red at pH = 7 [14]. Wang et al improved the multilevel pore structure of DE by loading carbon nanotubes onto the surface of diatomite, and enhanced the adsorption capacity of organic contaminants in shale gas flow back water [15]. However, as the used powder adsorbent, raw and functionalized DE has a serious disadvantage of separation from water environment.…”
Section: Introductionmentioning
confidence: 99%
“…18 The treatment methods for SG-FFF to remove dissolved salts include coagulation, ultrafiltration, nanofiltration, 19 membrane distillation, 20 vapor compression evaporation (MVR), 15 reverse osmosis (RO) membrane concentration, 21 ozone pre-oxidation and gravity driven membrane filtration. 22,23 The treatment methods for SG-FFF to remove organic matter include thermally activated persulfate, 1,7,24 an anoxic/oxic membrane bioreactor (A/O-MBR) mediated by nano-iron, 25 zero-valent iron and persulfate synergistic ozone, 26 microbial fuel cells, 27,28 electrocoagulation combined with ozone, 29,30 electrofenton, 31,32 carbon nanotube embedded diatomite adsorbent adsorption, 33 aerosol adsorption, 34 ozone-coupled activated carbon adsorption and aerobic, 35 the aerobic granular sludge method, 36 the ozone-coupled moving bed biofilm method 37 and pre-oxidation coupled with the biological method. 38 The combined processes to treat SG-FFF for discharge include coagulation, precipitation, adsorption, ultrafiltration and RO, 39 ozone, ultrafiltration and RO, 40 and gravity driven membrane filtration combined with granular activated carbon (GAC) adsorption, and solar aeration.…”
Section: Introductionmentioning
confidence: 99%
“…Different technologies that have been used to remove these contaminants from water include distillation, electrolysis, photodegradation, , adsorption, and filtration membrane technology. The filtration membrane technology stands out as the best since it requires minimum and flexible operational energy, can attain high removal and separation efficiency, has high and stable filtration flux, requires low filtration pressure, has high-quality permeability, is cost effective, and is also capable of operating continuously. , However, these filtration membranes face the unavoidable occurrence of fouling that arises from deposits of microbes, suspended solids, and organic materials on the surface of the membrane for the duration of selective water permeation .…”
Section: Introductionmentioning
confidence: 99%