Experimental and Numerical Study of Biochar Fixed Bed Column for the Adsorption of Arsenic from Aqueous Solutions

被引:19
|
作者
Boni, Maria Rosaria [1 ]
Marzeddu, Simone [1 ]
Tatti, Fabio [2 ]
Raboni, Massimo [3 ]
Mancini, Giuseppe [4 ]
Luciano, Antonella [5 ]
Viotti, Paolo [1 ]
机构
[1] Sapienza Univ Rome, Fac Civil & Ind Engn, Dept Civil Construct & Environm Engn DICEA, Via Eudossiana 18, I-00184 Rome, Italy
[2] Italian Inst Environm Protect & Res ISPRA, Natl Ctr Waste & Circular Econ, Via Vitaliano Brancati 48, I-00144 Rome, Italy
[3] Univ Pavia, Dept Hydraul & Environm Engn, Dept Civil Engn & Architecture DICAr, Corso Str Nuova 65, I-27100 Pavia, Italy
[4] Univ Catania, Dept Elect Elect & Comp Engn DIEEI, Viale Andrea Doria 6, I-95125 Catania, Italy
[5] Italian Natl Agcy New Technol Energy & Sustainabl, Dept Sustainabil, Resource Valorizat Lab, Casaccia Res Ctr, Via Anguillarese 301, I-00123 Rome, Italy
关键词
arsenic; biochar; breakthrough curve analysis; continuous-flow systems; contaminated groundwater; numerical model; CONIFEROUS WOOD BIOCHAR; WASTE-WATER TREATMENT; ACTIVATED CARBON; DRINKING-WATER; REMOVAL; GROUNDWATER; SOIL; REMEDIATION; POLLUTION; BATCH;
D O I
10.3390/w13070915
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Two laboratory tests were carried out to verify the suitability of an Italian commercial biochar as an adsorbing material. The chosen contaminant, considered dissolved in groundwater, was As. The circular economic concept demands the use of such waste material. Its use has been studied in recent years on several contaminants. The possibility of using an efficient material at low cost could help the use of low-impact technologies like permeable reactive barriers (PRBs). A numerical model was used to derive the kinetic constant for two of the most used isotherms. The results are aligned with others derived from the literature, but they also indicate that the use of a large amount of biochar does not improve the efficiency of the removal. The particular origin of the biochar, together with its grain size, causes a decrease in contact time required for the adsorption. Furthermore, it is possible that a strong local decrease in the hydraulic conductibility does not allow for a correct dispersion of the flow, thereby limiting its efficiency.
引用
收藏
页数:12
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