TY - JOUR
T1 - Coagulation-flocculation process applied to wastewaters generated in hydrocarbon-contaminated soil washing
T2 - Interactions among coagulant and flocculant concentrations and pH value
AU - Torres, Luis G.
AU - Belloc, Claudia
AU - Vaca, Mabel
AU - Iturbe, Rosario
AU - Bandala, Erick R.
N1 - Funding Information:
Authors thank I. Monje (II-UNAM) for the kind donation of some coagulants for developing this work. S. Rodriguez (Buckman Laboratories) is acknowledged for providing us with technical support and samples of some of the flocculants employed in this work. This work was funded by SEP-CONACyT grant number 084080.
PY - 2009
Y1 - 2009
N2 - Wastewater produced in the contaminated soil washing was treated by means of coagulation-flocculation (CF) process. The wastewater contained petroleum hydrocarbons, a surfactant, i.e., sodium dodecyl sulfate (SDS) as well as salts, brownish organic matter and other constituents that were lixiviated from the soil during the washing process. The main goal of this work was to develop a process for treating the wastewaters generated when washing hydrocarbon- contaminated soils in such a way that it could be recycled to the washing process, and also be disposed at the end of the process properly. A second objective was to study the relationship among the coagulant and flocculant doses and the pH at which the CF process is developed, for systems where methylene blue active substances (MBAS) as well as oil and greases were present. The results for the selection of the right coagulant and flocculant type and dose, the optimum pH value for the CF process and the interactions among the three parameters are detailed along this work. The best coagulant and flocculant were FeCl 3 and Tecnifloc 998 at doses of 4,000 and 1 mg/L, correspondingly at pH of 5. These conditions gave color, turbidity, chemical oxygen demand (COD) and conductivity removals of 99.8, 99.6, 97.1 and 35%, respectively. It was concluded that it is feasible to treat the wastewaters generated in the contaminated soil washing process through CF process, and therefore, wastewaters could be recycled to the washing process or disposed to drainage.
AB - Wastewater produced in the contaminated soil washing was treated by means of coagulation-flocculation (CF) process. The wastewater contained petroleum hydrocarbons, a surfactant, i.e., sodium dodecyl sulfate (SDS) as well as salts, brownish organic matter and other constituents that were lixiviated from the soil during the washing process. The main goal of this work was to develop a process for treating the wastewaters generated when washing hydrocarbon- contaminated soils in such a way that it could be recycled to the washing process, and also be disposed at the end of the process properly. A second objective was to study the relationship among the coagulant and flocculant doses and the pH at which the CF process is developed, for systems where methylene blue active substances (MBAS) as well as oil and greases were present. The results for the selection of the right coagulant and flocculant type and dose, the optimum pH value for the CF process and the interactions among the three parameters are detailed along this work. The best coagulant and flocculant were FeCl 3 and Tecnifloc 998 at doses of 4,000 and 1 mg/L, correspondingly at pH of 5. These conditions gave color, turbidity, chemical oxygen demand (COD) and conductivity removals of 99.8, 99.6, 97.1 and 35%, respectively. It was concluded that it is feasible to treat the wastewaters generated in the contaminated soil washing process through CF process, and therefore, wastewaters could be recycled to the washing process or disposed to drainage.
KW - Coagulation
KW - Flocculation
KW - Oily waters
KW - PH
KW - Soil
KW - Soil washing
KW - Surfactant
KW - Wastewater treatment
UR - http://www.scopus.com/inward/record.url?scp=77952564482&partnerID=8YFLogxK
U2 - 10.1080/10934520903217716
DO - 10.1080/10934520903217716
M3 - Artículo
SN - 1093-4529
VL - 44
SP - 1449
EP - 1456
JO - Journal of Environmental Science and Health - Part A Toxic/Hazardous Substances and Environmental Engineering
JF - Journal of Environmental Science and Health - Part A Toxic/Hazardous Substances and Environmental Engineering
IS - 13
ER -