CHEMICAL REMEDIATION OF THE EFFLUENTS OF SUEZ OIL PROCESSING COMPANY
EMARA, M., EL-SABBAGH, I., AWAD, F., SHAHINE, E. (2007). CHEMICAL REMEDIATION OF THE EFFLUENTS OF SUEZ OIL PROCESSING COMPANY. EKB Journal Management System, 18(Issue 2-A), 159-166. doi: 10.21608/absb.2007.11129
M. M. EMARA; I. A. EL-SABBAGH; F. K. AWAD; E. A. SHAHINE. "CHEMICAL REMEDIATION OF THE EFFLUENTS OF SUEZ OIL PROCESSING COMPANY". EKB Journal Management System, 18, Issue 2-A, 2007, 159-166. doi: 10.21608/absb.2007.11129
EMARA, M., EL-SABBAGH, I., AWAD, F., SHAHINE, E. (2007). 'CHEMICAL REMEDIATION OF THE EFFLUENTS OF SUEZ OIL PROCESSING COMPANY', EKB Journal Management System, 18(Issue 2-A), pp. 159-166. doi: 10.21608/absb.2007.11129
EMARA, M., EL-SABBAGH, I., AWAD, F., SHAHINE, E. CHEMICAL REMEDIATION OF THE EFFLUENTS OF SUEZ OIL PROCESSING COMPANY. EKB Journal Management System, 2007; 18(Issue 2-A): 159-166. doi: 10.21608/absb.2007.11129

CHEMICAL REMEDIATION OF THE EFFLUENTS OF SUEZ OIL PROCESSING COMPANY

Al-Azhar Bulletin of Science
Article 11, Volume 18, Issue 2-A, December 2007, Page 159-166  XML PDF (306.56 K)
Document Type: Original Article
DOI: 10.21608/absb.2007.11129
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Authors
M. M. EMARA* 1; I. A. EL-SABBAGH2; F. K. AWAD3; E. A. SHAHINE4
1Chemistry Department, Faculty of Science (Boys), AL – Azhar university , Egypt
2Chemistry Department, Faculty of Science (Girls), AL – Azhar university , Egypt
3Chemistry Department, Faculty of Education, Suez Canal university, Egypt.
4Science Center for Detection and Remediation of EnvironmentalHazards (SCDREH) AL-Azhar University , Nasr City Cairo, Egypt
Abstract
The industrial wastewater treatment methods include many types of coagulation process which results from the addition and rapid mixing of coagulant with wastewater to remove suspended or colloidal waste materials. Jar test technique was used in this work where coagulants as aluminum sulphate, ferric chloride and polyacrylamide are added by a suitable percentage of each individually to predict the optimum doses of the previous coagulants. Generally the optimum dose for aluminum sulphate which affects the values of the measured parameters was 100 mg/L. The measured parameters which used to test the quality of treatment are chemical oxygen demand, suspended solids, total dissolved solids, conductivity and dissolved oxygen. The results showed that the optimum dose for ferric chloride was 75 mg/L for the treatment of the previous mentioned parameters. However, the best effective dose of coagulant aid was 30 mg/L where the oxygen content was changed to a maximum value of 5.34 mg/L while, chemical oxygen demand was varied to a minimum value of 145.61mgO2/L.
Moreover, the doses of coagulant aid were positively significant correlated to dissolved oxygen values(r=0.892, p≤.0.05) and negatively correlated to chemical oxygen demand(r=-0.855, p≤.0.05), which reflects the high efficiency of the coagulant aid in reducing the organic wastewater.                                                                    
Keywords
Remediation; industrial effluents; Alum; ferric chloride
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