Evaluation of Natural Zeolite as a Material for Permeable Reactive Barrier for Remediation of Zinc-Contaminated Groundwater Based on Column Study

被引:21
|
作者
Medvidovic, Nediljka Vukojevic [1 ]
Nuic, Ivona [1 ]
Ugrina, Marin [1 ]
Trgo, Marina [1 ]
机构
[1] Univ Split, Fac Chem & Technol, Rudera Boskovica 35, HR-21000 Split, Croatia
来源
WATER AIR AND SOIL POLLUTION | 2018年 / 229卷 / 11期
关键词
Zeolite; Zinc permeable reactive barrier; Analytical pulse model; Longevity of PRB; FIXED-BED; AQUEOUS-SOLUTIONS; LEAD REMOVAL; RETARDATION FACTOR; HEAVY-METALS; CLINOPTILOLITE; TRANSPORT; MODEL; BATCH; IONS;
D O I
10.1007/s11270-018-4019-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The permeable reactive barrier (PRB) filled with natural zeolite plays the role of a reactive treatment zone for remediation of contaminated groundwater. Based on column lab experiments, the volume of remediated solution, the distribution (K-d) and retardation (R-d) coefficients were evaluated, confirming successful removal and retention of zinc from contaminated groundwater. The effect of hydrodynamic dispersion on zinc capturing by zeolite in PRB was evaluated by the hydrodynamic dispersion coefficient (D-L) and retarded hydrodynamic dispersion coefficient (D-LR) using the Brigham method. For different assumed distances of the barrier, the simulation of one-dimensional zinc concentration profile from the point source through the barrier has been modeled by a simple analytical pulse model. The results show that the flow rate has the most significant effect on the concentration profile, peaks, and broadening of curves. The residence contact time () corresponding to higher K-d and R-d as well as lower D-L and D-LR values outcomes the optimal range of 6.2-9.4min. This interval corresponds to the experimental performance at the bed length of 8 and 12cm and flow rate in the range of 6.38-9.57PV/h. The calculated minimum thickness and longevity confirm the successful application of zeolite as a material in PRB for remediation of zinc contaminated groundwater.
引用
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页数:14
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