Combined coagulation flocculation pre treatment unit for municipal wastewater
The potentials of using the hydraulic technique in combined unit for municipal wastewater treatment were studied. A combined unit in which processes of coagulation, flocculation and sedimentation, has been designed utilizing hydraulic mixing instead of mechanical mixing. A jar test treatability stu...
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doaj-440d2f84531d4d54aab4b717fdbfcf692020-11-24T23:15:26ZengElsevierJournal of Advanced Research2090-12322090-12242012-10-013433133610.1016/j.jare.2011.10.004Combined coagulation flocculation pre treatment unit for municipal wastewaterIbrahim M. Ismail0Ahmed S. Fawzy1Nabil M. Abdel-Monem2Mahmoud H. Mahmoud3Mohamed A. El-Halwany4Chemical Engineering Department, Cairo University, Giza, EgyptChemical Engineering Department, Cairo University, Giza, EgyptChemical Engineering Department, Cairo University, Giza, EgyptMathematical and Physics Department, Faculty of Engineering, Mansoura University, EgyptMathematical and Physics Department, Faculty of Engineering, Mansoura University, Egypt The potentials of using the hydraulic technique in combined unit for municipal wastewater treatment were studied. A combined unit in which processes of coagulation, flocculation and sedimentation, has been designed utilizing hydraulic mixing instead of mechanical mixing. A jar test treatability study has been conducted to locate the optimum dose of the coagulants to be used. Alum, ferrous sulfate, ferric sulfate, a mixture of ferric and ferrous sulfates, and mixture of lime and ferrous sulfate were all tested. A pilot unit was constructed in the existing wastewater treatment plant at El Mansoura governorate located in north Egypt. The optimum dose of coagulants used in the combined unit gives removal efficiencies for COD, BOD, and total phosphorous as 65%, 55%, and 83%, respectively. http://www.sciencedirect.com/science/article/pii/S2090123211001214Combined unitCoagulantsFlocculationHydraulic mixingMunicipal waste water |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Ibrahim M. Ismail Ahmed S. Fawzy Nabil M. Abdel-Monem Mahmoud H. Mahmoud Mohamed A. El-Halwany |
spellingShingle |
Ibrahim M. Ismail Ahmed S. Fawzy Nabil M. Abdel-Monem Mahmoud H. Mahmoud Mohamed A. El-Halwany Combined coagulation flocculation pre treatment unit for municipal wastewater Journal of Advanced Research Combined unit Coagulants Flocculation Hydraulic mixing Municipal waste water |
author_facet |
Ibrahim M. Ismail Ahmed S. Fawzy Nabil M. Abdel-Monem Mahmoud H. Mahmoud Mohamed A. El-Halwany |
author_sort |
Ibrahim M. Ismail |
title |
Combined coagulation flocculation pre treatment unit for municipal wastewater |
title_short |
Combined coagulation flocculation pre treatment unit for municipal wastewater |
title_full |
Combined coagulation flocculation pre treatment unit for municipal wastewater |
title_fullStr |
Combined coagulation flocculation pre treatment unit for municipal wastewater |
title_full_unstemmed |
Combined coagulation flocculation pre treatment unit for municipal wastewater |
title_sort |
combined coagulation flocculation pre treatment unit for municipal wastewater |
publisher |
Elsevier |
series |
Journal of Advanced Research |
issn |
2090-1232 2090-1224 |
publishDate |
2012-10-01 |
description |
The potentials of using the hydraulic technique in combined unit for municipal wastewater treatment were studied. A combined unit in which processes of coagulation, flocculation and sedimentation, has been designed utilizing hydraulic mixing instead of mechanical mixing. A jar test treatability study has been conducted to locate the optimum dose of the coagulants to be used. Alum, ferrous sulfate, ferric sulfate, a mixture of ferric and ferrous sulfates, and mixture of lime and ferrous sulfate were all tested. A pilot unit was constructed in the existing wastewater treatment plant at El Mansoura governorate located in north Egypt. The optimum dose of coagulants used in the combined unit gives removal efficiencies for COD, BOD, and total phosphorous as 65%, 55%, and 83%, respectively.
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topic |
Combined unit Coagulants Flocculation Hydraulic mixing Municipal waste water |
url |
http://www.sciencedirect.com/science/article/pii/S2090123211001214 |
work_keys_str_mv |
AT ibrahimmismail combinedcoagulationflocculationpretreatmentunitformunicipalwastewater AT ahmedsfawzy combinedcoagulationflocculationpretreatmentunitformunicipalwastewater AT nabilmabdelmonem combinedcoagulationflocculationpretreatmentunitformunicipalwastewater AT mahmoudhmahmoud combinedcoagulationflocculationpretreatmentunitformunicipalwastewater AT mohamedaelhalwany combinedcoagulationflocculationpretreatmentunitformunicipalwastewater |
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