Arsenic removal in groundwater by integrated ozonation and adsorption by activated carbon and zeolite

International Conference on Science and Innovated Engineering

工业技术（总论）;自然科学（总论）

Rusmana, Y.F.^1 ; Notodarmojo, S.^1^2 ; Helmy, Q.^1^2^3

Environmental Engineering Department, Institute of Technology Bandung, Indonesia^1

Water and Wastewater Engineering Research Group, Institute of Technology Bandung, Indonesia^2

Bioscience and Biotechnology Research Center, Institute of Technology Bandung, Indonesia^3

关键词: Adsorbent dose;    Adsorption by activated carbon;    Adsorption efficiency;    Adsorption process;    Arsenic adsorption;    Arsenic removal;    Natural groundwater;    Sodium arsenite;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/536/1/012073/pdf
DOI  :  10.1088/1757-899X/536/1/012073

来源: IOP

【 摘 要 】

In this study, we investigated the effectiveness of arsenic removal from groundwater with a hybrid process integrating oxidation with ozone and adsorption with activated carbon and zeolite in a 2 L volume batch reactor. Artificial ground water was used in this study, using sodium arsenite (NaAsO2) as an As (III) source. Artificial ground water is made to resemble natural groundwater conditions which contain 3 mg / L arsenic. The experiment shows that the arsenic adsorption efficiency in integrated ozonation-adsorption process is higher than individual adsorption process. For individual adsorption process, either with GAC or zeolite, both reached maximum removal in 2 hours. For integrated ozonation-adsorption process, adsorption efficiency reached maximum removal in 45-90 minutes. Maximum removals for individual adsorption with adsorbent dose 12.5 g/L are 69% and 55% for GAC and zeolite respectively. Maximum removal for integrated ozonation-adsorption process with adsorbent dose 12.5 g/L and ozone dose 10.1 mg/minute is 99,97% for both cases of ozone-GAC and ozone-zeolite. Total arsenic concentration in solution reached