Efficiency limiting factors of petrochemical wastewater treatment using hybrid biological reactor
The wastewater characteristics and some operational control parameters limit the efficiency of attached growth processes for petrochemical wastewater treatment. This study aims to determine the efficiency of a hybrid biological reactor treating actual petrochemical wastewater and to identify the eff...
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Published in | Journal of environmental engineering and landscape management Vol. 30; no. 3; pp. 380 - 392 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Vilnius
Vilnius Gediminas Technical University
07.10.2022
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Subjects | |
Online Access | Get full text |
ISSN | 1648-6897 1822-4199 |
DOI | 10.3846/jeelm.2022.17633 |
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Abstract | The wastewater characteristics and some operational control parameters limit the efficiency of attached growth processes for petrochemical wastewater treatment. This study aims to determine the efficiency of a hybrid biological reactor treating actual petrochemical wastewater and to identify the efficiency determining factors. An up-flow biological reactor filled with bio-career was operated at two flow rates, two dissolved oxygen (DO) levels, and under anaerobic conditions. Due to the varying characteristics of actual petrochemical wastewater, efficiency limitations were manifested in many ways. However, the highest chemical oxygen demand and biochemical oxygen demand (BOD) removal efficiencies were 77.2% and 78.5%, respectively, and were achieved under aerobic operation at organic loading rates (OLRs) of 0.2 kg-COD/m3/d and hydraulic retention time (HRT) of 26.67 h (DO 4.0 mg/l). Anaerobically, the highest efficiency was 41.7 for both at 0.18 kg-COD/m3/d and 400 ml/min. The total organic carbon (TOC) removal stability was attributed to the presence of toxic chemicals and removal mechanisms other than biodegradation, as it tapered off at high loading. The nutrient removal efficiency was marginal, conceivably due to the high organics to nutrient ratio and toxic conditions of the wastewater promoting nutrient removal inside the biofilm. |
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AbstractList | The wastewater characteristics and some operational control parameters limit the efficiency of attached growth processes for petrochemical wastewater treatment. This study aims to determine the efficiency of a hybrid biological reactor treating actual petrochemical wastewater and to identify the efficiency determining factors. An up-flow biological reactor filled with bio-career was operated at two flow rates, two dissolved oxygen (DO) levels, and under anaerobic conditions. Due to the varying characteristics of actual petrochemical wastewater, efficiency limitations were manifested in many ways. However, the highest chemical oxygen demand and biochemical oxygen demand (BOD) removal efficiencies were 77.2% and 78.5%, respectively, and were achieved under aerobic operation at organic loading rates (OLRs) of 0.2 kg-COD/m3/d and hydraulic retention time (HRT) of 26.67 h (DO 4.0 mg/l). Anaerobically, the highest efficiency was 41.7 for both at 0.18 kg-COD/m3/d and 400 ml/min. The total organic carbon (TOC) removal stability was attributed to the presence of toxic chemicals and removal mechanisms other than biodegradation, as it tapered off at high loading. The nutrient removal efficiency was marginal, conceivably due to the high organics to nutrient ratio and toxic conditions of the wastewater promoting nutrient removal inside the biofilm. The wastewater characteristics and some operational control parameters limit the efficiency of attached growth processes for petrochemical wastewater treatment. This study aims to determine the efficiency of a hybrid biological reactor treating actual petrochemical wastewater and to identify the efficiency determining factors. An up-flow biological reactor filled with bio-career was operated at two flow rates, two dissolved oxygen (DO) levels, and under anaerobic conditions. Due to the varying characteristics of actual petrochemical wastewater, efficiency limitations were manifested in many ways. However, the highest chemical oxygen demand and biochemical oxygen demand (BOD) removal efficiencies were 77.2% and 78.5%, respectively, and were achieved under aerobic operation at organic loading rates (OLRs) of 0.2 kg-COD/[m.sup.3]/d and hydraulic retention time (HRT) of 26.67 h (DO 4.0 mg/l). Anaerobically, the highest efficiency was 41.7 for both at 0.18 kg-COD/[m.sup.3]/d and 400 ml/min. The total organic carbon (TOC) removal stability was attributed to the presence of toxic chemicals and removal mechanisms other than biodegradation, as it tapered off at high loading. The nutrient removal efficiency was marginal, conceivably due to the high organics to nutrient ratio and toxic conditions of the wastewater promoting nutrient removal inside the biofilm. Keywords: biological treatment, industrial wastewater treatment, integrated film activated sludge, hybrid biological reactors, mixed growth biological processes, petrochemical wastewater, pilot study. |
Audience | Academic |
Author | Mydlarczyk, Andrzej Al-Haddad, Adel Ahmed, Mohd Elmuntasir |
Author_xml | – sequence: 1 givenname: Mohd Elmuntasir surname: Ahmed fullname: Ahmed, Mohd Elmuntasir organization: Water Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885, 13109 Safat, Kuwait – sequence: 2 givenname: Andrzej surname: Mydlarczyk fullname: Mydlarczyk, Andrzej organization: Water Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885, 13109 Safat, Kuwait – sequence: 3 givenname: Adel surname: Al-Haddad fullname: Al-Haddad, Adel organization: Water Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885, 13109 Safat, Kuwait |
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Cites_doi | 10.2166/wst.2019.316 10.1016/S0032-9592(02)00044-4 10.1016/S0011-9164(97)00033-7 10.18178/ijesd.2019.10.8.1178 10.2166/wpt.2016.012 10.2175/106143011X12928814445177 10.1021/acs.est.7b01002 10.3389/fmicb.2016.00226 10.2166/wst.2007.137 10.1002/jctb.2378 10.2166/wpt.2018.123 10.2166/wpt.2017.051 10.2166/wst.2016.049 10.1016/j.scitotenv.2015.12.053 10.1007/0-387-30741-9_28 10.1088/1755-1315/67/1/012032 10.5772/63499 10.1016/S0304-3894(00)00172-2 10.1016/j.crcon.2019.06.002 10.1016/j.cej.2020.127611 10.1016/j.jwpe.2019.100804 10.1080/10934520009377075 10.2166/wst.2016.108 10.1038/s41598-018-20633-5 10.5004/dwt.2011.3132 10.2166/wst.2020.034 10.5504/BBEQ.2013.0015 10.1007/s13369-018-3315-y 10.1016/j.jwpe.2020.101164 10.3390/cells9091933 10.2166/wrd.2016.188 10.1016/B978-0-444-63665-2.00008-4 10.1080/09593330.2018.1498132 10.1080/03067319.2020.1803851 10.1016/S0960-8524(01)00142-0 10.1111/j.1574-6968.2008.01149.x 10.1021/bp0300671 10.1002/elsc.201900071 10.3846/16486897.2005.9636868 10.1016/B978-0-12-382182-9.00087-6 10.1016/S0032-9592(00)00153-9 10.2166/wqrj.2001.028 10.22438/jeb/40/3(SI)/Sp-09 10.1002/bit.260180715 10.1016/j.scitotenv.2018.10.026 10.1016/j.biortech.2007.02.037 |
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Keywords | hybrid biological reactors biological treatment petrochemical wastewater pilot study industrial wastewater treatment integrated film activated sludge mixed growth biological processes |
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SubjectTerms | Anaerobic conditions Anoxic conditions Biochemical oxygen demand Biodegradation Biofilms biological treatment Careers Chemical oxygen demand Dissolved oxygen Efficiency Flow rates Flow velocity hybrid biological reactors Hydraulic retention time industrial wastewater treatment integrated film activated sludge Limiting factors Loading rate mixed growth biological processes Nutrient loading Nutrient removal Organic carbon Organic loading Oxygen Oxygen requirement petrochemical wastewater Petrochemicals Petrochemicals industry Petroleum chemicals Purification Reactors Removal Retention time Sewage Sludge Total organic carbon Total oxygen demand Wastewater treatment Water treatment |
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Title | Efficiency limiting factors of petrochemical wastewater treatment using hybrid biological reactor |
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