The use of poly-aluminum chloride and alum for the treatment of partially stabilized leachate: A comparative study

被引:75
作者
Ghafari, Shahin [2 ]
Aziz, Hamidi Abdul [1 ]
Bashir, Mohammed J. K. [1 ]
机构
[1] Univ Sains Malaysia, Sch Civil Engn, Nibong Tebal 14300, Penang, Malaysia
[2] Univ Malaya, Dept Civil Engn, Fac Engn, Kuala Lumpur 50603, Malaysia
关键词
Coagulation-flocculation; Landfill; Leachate; Poly-aluminum chloride; Alum; LANDFILL LEACHATE; COAGULATION-FLOCCULATION; ACTIVATED CARBON; REMOVAL; PRETREATMENT; FILTRATION; LIMESTONE;
D O I
10.1016/j.desal.2010.02.037
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Coagulation-flocculation as a relatively simple physical-chemical technique was applied in this work. Polymeric forms of metal coagulants which are increasingly applied in water treatment are not well documented in leachate treatment. This study examined poly-aluminum chloride (PAC) and aluminum sulfate (alum) in treating a partially stabilized leachate, and compared attained results in respect to the removal of chemical oxygen demand (COD), turbidity, color and total suspended solid (TSS). Series of coagulation-flocculation tests were carried out to optimize the coagulant dose, pH, and operating conditions (speed and time for rapid and slow mixing). Optimum coagulant dose (OpCD) and pH were respectively found at 1.9 g/L and 7.5 for PAC, and 9.4 g/L and 7 for alum. A concurrent optimization of speed and time of mixing resulted in a considerable enhancement in COD removal: 84.50% and 56.76% for alum and PAC, respectively. Using PAC, almost complete removals for physical parameters of leachate (turbidity: 99.18%, color: 97.26%, and TSS: 99.22%) were achieved; whereas alum showed inferior removal (turbidity 94.82%, color 92.23%, and TSS 95.92%). However, results revealed PAC is not as efficient as alum for COD elimination, where the alum dose (9.4 g/L) was about fivefold that of PAC (1.9 g/L). (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:110 / 116
页数:7
相关论文
共 28 条
[1]  
Abu-Foul A., 2009, INT J ENV WASTE MANA, V4, P282
[2]  
Aghamohammadi N, 2007, INT J ENVIRON RES, V1, P96
[3]   Advanced landfill leachate treatment using an integrated membrane process [J].
Ahn, WY ;
Kang, MS ;
Yim, SK ;
Choi, KH .
DESALINATION, 2002, 149 (1-3) :109-114
[4]  
Amirtharajah A., 1990, Coagulation processes: Destabilization, mixing, and flocculation
[5]   Landfill leachates pretreatment by coagulation-flocculation [J].
Amokrane, A ;
Comel, C ;
Veron, J .
WATER RESEARCH, 1997, 31 (11) :2775-2782
[6]   Removal of ammoniacal nitrogen (N-NH3) from municipal solid waste leachate by using activated carbon and limestone [J].
Aziz, HA ;
Adlan, MN ;
Zahari, MSM ;
Alias, S .
WASTE MANAGEMENT & RESEARCH, 2004, 22 (05) :371-375
[7]   Removal of copper from water using limestone filtration technique - Determination of mechanism of removal [J].
Aziz, HA ;
Othman, N ;
Yusuff, MS ;
Basri, DRH ;
Ashaari, FAH ;
Adlan, MN ;
Othman, F ;
Johari, M ;
Perwira, M .
ENVIRONMENT INTERNATIONAL, 2001, 26 (5-6) :395-399
[8]   Landfill leachate treatment by electrochemical oxidation [J].
Bashir, Mohammed J. K. ;
Isa, Mohamed Hasnain ;
Kutty, Shamsul Rahman Mohamed ;
Bin Awang, Zarizi ;
Aziz, Hamidi Abdul ;
Mohajeri, Soraya ;
Farooqi, Izharul Haq .
WASTE MANAGEMENT, 2009, 29 (09) :2534-2541
[9]   Landfill leachate management in Istanbul: applications and alternatives [J].
Calli, B ;
Mertoglu, B ;
Inanc, B .
CHEMOSPHERE, 2005, 59 (06) :819-829
[10]   Removal of non-biodegradable compounds from stabilized leachate using VSEPRO membrane filtration [J].
Chan, Gilbert Y. S. ;
Chang, Jie ;
Kurniawan, Tonni Agustiono ;
Fu, Cheng-Xin ;
Jiang, Hong ;
Je, Ying .
DESALINATION, 2007, 202 (1-3) :310-317