Physico-chemical and bacteriological characterization of wastewater from Mexico City

被引:17
作者
Jimenez, CB [1 ]
Landa, VH [1 ]
机构
[1] Univ Nacl Autonoma Mexico, Inst Ingn, Mexico City 04510, DF, Mexico
关键词
advanced primary treatment; coagulation; disinfection; filtration; flocculation; heavy metals; helminth eggs;
D O I
10.1016/S0273-1223(97)00749-X
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study was designed to characterize the behavior of the wastewater produced by Mexico City after being subjected to a physico-chemical treatment of Al-2(SO4)(3) and FeCl3 in a jar test simulation of an Advanced Primary Treatment (APT). Special attention was paid to the evaluation of the removal efficiency of suspended solids and of helminth eggs. The effluent thus obtained was first subjected to a simulated filtration process (through a fiberglass filter paper with an opening of 11 mu m) and then it was disinfected with the use of two chemicals: sodium hypochlorite (NaOCl) and copper sulphate (CuSO4). The use of both the Al-2(SO4)(3) (dose ranging from 25 to 40 mg/L) and the FeCl3 (varying from 20 to 40 mg/L) in combination with the filtration process proved to be quite effective in what refers to the removal mechanisms of helminth eggs. The concentrations recorded in each of the effluents fell always below the international regulations for irrigation reuse (<1 org/L as helminth eggs). The removal rates achieved for both coagulants were close to 99%. In what refers to the disinfection accomplished with the use of NaOCl (from 4 to 17 mg/L as Cl-2) and CuSO4 (from 3 to 5 mg/L as Cu), it was found to be an excellent supplementary process because less than 1000 CFU/100 mL were recorded and this value satisfies the international recommendations. The treatment as a whole showed removal efficiencies of 45% as COD, 73% SST, 99% helminth eggs, 99.99% faecal coliforms and from 7 to 87% in heavy metals. (C) 1998 IAWQ. Published by Elsevier Science Ltd.
引用
收藏
页码:1 / 8
页数:8
相关论文
共 14 条
[1]  
[Anonymous], 1995, STANDARD METHODS EXA
[2]  
Armirtharajah A, 1982, J AM WATER WORKS ASS, V74, P210
[3]  
ASANO T, 1990, 841WR CAL STAT WAT R
[4]  
AWWA Coagulation Committee, 1989, J AM WATER WORKS ASS, V81, p72~78
[5]  
CAIRNS WL, 1996, MEXICO CITY DISINFEC, P1
[6]  
CIFUENTES E, 1992, PUBLIC HLTH REV, V19, P243
[7]  
Hannah S.A., 1967, J. Am. Water Works Assoc., V59, P1149
[8]  
HARLEMAN D, 1992, PREPARATORY BENCH SC
[9]   Particle size distribution in an effluent from an advanced primary treatment and its removal during filtration [J].
Landa, H ;
Capella, A ;
Jimenez, B .
WATER SCIENCE AND TECHNOLOGY, 1997, 36 (04) :159-165
[10]  
LORENZ WT, 1995, WATER ENG MANAGE APR, P30