Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment
As a kind of extensive sources and low cost industrial waste, fly ash has many features, such as porosity, large surface area, adsorption capacity, chemical activity and weakly alkaline, which seem a wide prospect of application in wastewater treatment. This study proposed the acid modification test...
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Online Access: | http://dx.doi.org/10.1051/matecconf/20166707003 |
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doaj-a27469a39b7242e896ee9af078e83f862021-02-02T07:21:22ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01670700310.1051/matecconf/20166707003matecconf_smae2016_07003Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage TreatmentLi Jinping0Gan Jinhua1Wang Guangkun2Chen Ziwei3Gong Yimin4School of Environmental Engineering, Wuhan Textile UniversityYangtze River Fisheries Research InstituteSchool of Environmental Engineering, Wuhan Textile UniversitySchool of Environmental Engineering, Wuhan Textile UniversitySchool of Environmental Engineering, Wuhan Textile UniversityAs a kind of extensive sources and low cost industrial waste, fly ash has many features, such as porosity, large surface area, adsorption capacity, chemical activity and weakly alkaline, which seem a wide prospect of application in wastewater treatment. This study proposed the acid modification test on fly ash. The effect of key factors including the particle size, pH, the dosage of fly ash, adsorption time and dosage of the modifier on domestic sewage removal efficiencies were evaluated. The optimum conditions and the corresponding removal efficiency were determined. The results show that the removal efficiency is increased firstly and steady subsequently with the increase of fly ash dosage, increased firstly and decreased subsequently with the increase of adsorption time, and increased firstly and decreased subsequently with the increase of pH value. The removal efficiency can up to 95.19% when 0.7 g fly ash added in 200 mL wastewater when the pH value was adjusted to 5 at the adsorption time of 20 min. And the best particle size of fly ash is 200 meshes, when used 2mol/L hydrochloride as modifier and soaked fly ash for 2h, and the ratio of hydrochloride and fly ash is 1mL / g, the effect is best. It also finds obviously that fly ash can have a better effect on removal efficiency than raw fly ash.http://dx.doi.org/10.1051/matecconf/20166707003 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Li Jinping Gan Jinhua Wang Guangkun Chen Ziwei Gong Yimin |
spellingShingle |
Li Jinping Gan Jinhua Wang Guangkun Chen Ziwei Gong Yimin Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment MATEC Web of Conferences |
author_facet |
Li Jinping Gan Jinhua Wang Guangkun Chen Ziwei Gong Yimin |
author_sort |
Li Jinping |
title |
Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment |
title_short |
Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment |
title_full |
Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment |
title_fullStr |
Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment |
title_full_unstemmed |
Research on Adsorbent Using Modified Fly Ash for Campus Domestic Sewage Treatment |
title_sort |
research on adsorbent using modified fly ash for campus domestic sewage treatment |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2016-01-01 |
description |
As a kind of extensive sources and low cost industrial waste, fly ash has many features, such as porosity, large surface area, adsorption capacity, chemical activity and weakly alkaline, which seem a wide prospect of application in wastewater treatment. This study proposed the acid modification test on fly ash. The effect of key factors including the particle size, pH, the dosage of fly ash, adsorption time and dosage of the modifier on domestic sewage removal efficiencies were evaluated. The optimum conditions and the corresponding removal efficiency were determined. The results show that the removal efficiency is increased firstly and steady subsequently with the increase of fly ash dosage, increased firstly and decreased subsequently with the increase of adsorption time, and increased firstly and decreased subsequently with the increase of pH value. The removal efficiency can up to 95.19% when 0.7 g fly ash added in 200 mL wastewater when the pH value was adjusted to 5 at the adsorption time of 20 min. And the best particle size of fly ash is 200 meshes, when used 2mol/L hydrochloride as modifier and soaked fly ash for 2h, and the ratio of hydrochloride and fly ash is 1mL / g, the effect is best. It also finds obviously that fly ash can have a better effect on removal efficiency than raw fly ash. |
url |
http://dx.doi.org/10.1051/matecconf/20166707003 |
work_keys_str_mv |
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