TY - JOUR
T1 - Evaluation of Diffusion Rate Constants from Soil Column Studies in Lime-Treated Semi Arid Soils-Pb+ and Zn+ Scenarios
AU - Baig Moghal, Arif Ali
AU - Sayeed Mohammed, Syed Abu
AU - Al-Shamrani, Mosleh Ali
AU - Zahid, Waleed M.
AU - Chittoori, Bhaskar C.S.
N1 - Publisher Copyright:
© ASCE.
PY - 2016
Y1 - 2016
N2 - Proper estimation of contaminant transport rate through compacted fine-grained soils assumes great importance in the context of remediation of contaminated sites. Integrated use of equilibrium and mass transfer rate tests in conjunction with appropriate mass transfer models provide a useful framework for evaluating leaching of contaminants such as lead (Pb+) and zinc (Zn+), which have relatively low pH-dependent solubility. In this article, column experiments were set up to study the diffusion coefficients and break through times using method of slices for two semi-Arid soils (Al-Ghat and Al-Qatif) for selected heavy metals (Pb+ and Zn+). The studies were carried out on soil samples before and after amending with lime. Breakthrough curves were obtained under different hydraulic gradients for the compacted mixtures and the diffusion coefficients for Pb+ and Zn+ were evaluated using POLLUTEv7 relying on advection-dispersion equation, for a liner thickness of 1m. The current study allowed us to observe the movement of contaminants in the clay liners to be predicted in real time. Break through curves showed relatively higher retention levels for the targeted metal ions. The retention strength of these soils was observed to be constant up to five pore volumes, corresponding to the pH of the effluent and pore water of soil slices. Soils amended with lime showed an improvement to the order of 10 times in retention capacity. Under pure diffusion controlled migration both soil lime mixtures performed very well and gave breakthrough times of more than 400 years whereas advective-diffusion gave break through times of 200 years for both metal ions considered in the study.
AB - Proper estimation of contaminant transport rate through compacted fine-grained soils assumes great importance in the context of remediation of contaminated sites. Integrated use of equilibrium and mass transfer rate tests in conjunction with appropriate mass transfer models provide a useful framework for evaluating leaching of contaminants such as lead (Pb+) and zinc (Zn+), which have relatively low pH-dependent solubility. In this article, column experiments were set up to study the diffusion coefficients and break through times using method of slices for two semi-Arid soils (Al-Ghat and Al-Qatif) for selected heavy metals (Pb+ and Zn+). The studies were carried out on soil samples before and after amending with lime. Breakthrough curves were obtained under different hydraulic gradients for the compacted mixtures and the diffusion coefficients for Pb+ and Zn+ were evaluated using POLLUTEv7 relying on advection-dispersion equation, for a liner thickness of 1m. The current study allowed us to observe the movement of contaminants in the clay liners to be predicted in real time. Break through curves showed relatively higher retention levels for the targeted metal ions. The retention strength of these soils was observed to be constant up to five pore volumes, corresponding to the pH of the effluent and pore water of soil slices. Soils amended with lime showed an improvement to the order of 10 times in retention capacity. Under pure diffusion controlled migration both soil lime mixtures performed very well and gave breakthrough times of more than 400 years whereas advective-diffusion gave break through times of 200 years for both metal ions considered in the study.
UR - http://www.scopus.com/inward/record.url?scp=84985037085&partnerID=8YFLogxK
U2 - 10.1061/9780784480168.015
DO - 10.1061/9780784480168.015
M3 - Conference article
AN - SCOPUS:84985037085
SN - 0895-0563
VL - 2016-January
SP - 135
EP - 144
JO - Geotechnical Special Publication
JF - Geotechnical Special Publication
IS - 273 GSP
T2 - 5th Geo-Chicago Conference: Sustainable Waste Management and Remediation, Geo-Chicago 2016
Y2 - 14 August 2016 through 18 August 2016
ER -