Green Approach to Dye Wastewater Treatment Using Biocoagulants

被引:113
作者
Chethana, M. [1 ]
Sorokhaibam, Laxmi Gayatri [1 ,3 ]
Bhandari, Vinay M. [1 ]
Raja, S. [2 ]
Ranade, Vivek V. [1 ]
机构
[1] CSIR Natl Chem Lab, Chem Engn & Proc Dev Div, Pune 411008, Maharashtra, India
[2] Manipal Inst Technol, Manipal 576104, Karnataka, India
[3] Visvesvaraya Natl Inst Technol, Dept Appl Chem, Nagpur 440010, Maharashtra, India
关键词
Effluent treatment; Coagulation; Flocculation; Dye removal; Pollution; OBTUSIFOLIA SEED GUM; NATURAL COAGULANTS; FLOCCULATION; OLEIFERA; REMOVAL; SURFACE; PRECIPITATION; PERFORMANCE; KINETICS; PROTEIN;
D O I
10.1021/acssuschemeng.5b01553
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The present study focuses on newer biocoagulants, bioformulations, and the understanding of coagulant behavior with biocoagulants in relation to chemical coagulants. Newer biocoagulants, seeds of Azadirachta indica (AI) and pads of Acanthocereus tetragonus, are discussed along with two known biocoagulants, Moringa oleifera and Cicer arietinum seeds. Dye removal studies were carried out using widely reported Congo red dye to facilitate easy comparison with other conventional coagulants and the effect of various parameters such as initial dye concentration, pH, coagulant dose, etc. are discussed in detail. The use of biocoagulant was found to be highly effective, and up to 99% dye removal was achieved for coagulant doses in the range of 300-1500 mg/L. It was also observed that coagulation is pH sensitive, similar to chemical coagulants. Although the biocoagulant dose is relatively higher than the conventional chemical coagulants, a good value for the sludge volume index, similar to 50 mL/g for 1 h and 30 min, respectively, was obtained for the two coagulants, Acanthocereus tetragonus and Moringa oleifera. A very high particle count compared to chemical coagulants was observed using a focused beam reflectance measurement. Bioformulation with chemical coagulants such as alum, ferric, and aluminum based coagulants can, not only lower doses of biocoagulants (up to one-third) but can also result in significant improvement in the coagulation performance, up to 50% or more.
引用
收藏
页码:2495 / 2507
页数:13
相关论文
共 46 条
[1]   Determining kinetics of calcium carbonate precipitation by inline technique [J].
Al Nasser, W. N. ;
Shaikh, A. ;
Morriss, C. ;
Hounslow, M. J. ;
Salman, A. D. .
CHEMICAL ENGINEERING SCIENCE, 2008, 63 (05) :1381-1389
[2]   Scaling and aggregation kinetics determination of calcium carbonate using inline technique [J].
Al Nasser, Waleed N. ;
Al Salhi, Fahad H. .
CHEMICAL ENGINEERING SCIENCE, 2013, 86 :70-77
[3]  
[Anonymous], 2015, J ENV RES DEV
[4]  
[Anonymous], 1998, 7 EUR ENV AG
[5]  
Asrafuzzaman Md, 2011, ISRN Microbiol, V2011, P632189, DOI 10.5402/2011/632189
[6]   The use of alum, ferric chloride and ferrous sulphate as coagulants in removing suspended solids, colour and COD from semi-aerobic landfill leachate at controlled pH [J].
Aziz, Hamidi Abdul ;
Alias, Salina ;
Assari, Faridah ;
Adlan, Mohd Nordin .
WASTE MANAGEMENT & RESEARCH, 2007, 25 (06) :556-565
[7]   Removal of dyes by Moringa oleifera seed extract. Study through response surface methodology [J].
Beltran-Heredia, J. ;
Sanchez-Martin, J. ;
Delgado-Regalado, A. .
JOURNAL OF CHEMICAL TECHNOLOGY AND BIOTECHNOLOGY, 2009, 84 (11) :1653-1659
[8]   Removal of Carmine Indigo Dye with Moringa oleifera Seed Extract [J].
Beltran-Heredia, J. ;
Sanchez-Martin, J. ;
Delgado-Regalado, A. .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2009, 48 (14) :6512-6520
[9]   Focused beam reflectance technique for in situ particle sizing in wastewater treatment settling tanks [J].
De Clercq, B ;
Lant, PA ;
Vanrolleghem, PA .
JOURNAL OF CHEMICAL TECHNOLOGY AND BIOTECHNOLOGY, 2004, 79 (06) :610-618
[10]   Chemical characterization of municipal wastewater sludges produced by two-phase anaerobic digestion for biogas production [J].
Francioso, Ornella ;
Rodriguez-Estrada, Maria Teresa ;
Montecchio, Daniela ;
Salomoni, Cesare ;
Caputo, Armando ;
Palenzona, Domenico .
JOURNAL OF HAZARDOUS MATERIALS, 2010, 175 (1-3) :740-746