Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater
Instruction and implementation of a new laboratory biological treatmentsystem -unit . The complete removing was achieved after 7 days . The hydraulicwere achieved to reduce the pollution of industrial wastewater of artificialfertilizers company with some inorganic pollutants ( NH4+, NO2-, NO3-ANDSO4...
| Format: | Article |
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| Language: | English |
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Unviversity of Technology- Iraq
2010-04-01
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| Series: | Engineering and Technology Journal |
| Online Access: | https://etj.uotechnology.edu.iq/article_27278_903c5762d58a7627a52dee401fd8a81f.pdf |
| _version_ | 1797325395251429376 |
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| collection | DOAJ |
| description | Instruction and implementation of a new laboratory biological treatmentsystem -unit . The complete removing was achieved after 7 days . The hydraulicwere achieved to reduce the pollution of industrial wastewater of artificialfertilizers company with some inorganic pollutants ( NH4+, NO2-, NO3-ANDSO42- ) and organic ( Biological Oxygen Demand , BOD5 ; urea and TotalSuspended Solids ,TSS ). The modified culture media ,by me , were used tooptimize the specific variables related to this study . Immobilized technique wasused in all units of biological system that consists of Mixo- unit with non discretespaces, Denitrifying and Sulfate reducing units .The mixo-unit was operated by Fed- batch technique of the whole volumemeanwhile the other units by batch technique . In laboratory artificial medium(ND- A ) the primary concentration of ammonium and sulfate were 1300 mg / land 3800 mg / l and reduced to 50% and 45% respectively in Mixoretention timerequired to reduce 500 and 1300 mg / l of ammonium and sulfate respectively infed- batch culture was 40 hr . The retention time of fed- batch became stable at arange of 25 -26 hr in removing the same concentrations and not across theenvironmental limitations of NO2-, NO3- , in addition to reduce the BOD to theallowable concentration . The ammonium , nitrite and nitrate were reduced after 4and 3 days for pretreated and disposed treated wastewater respectively usingMixo- unit and batch technique . Nitrate was removed by concentration of 500 mg /l in denitrifying unit using the modified medium ( O3a – A) . The sulfate wasremoved in modified medium ( C- medium) by concentration of 2129 mg / lduring 3 days using batch technique and anaerobic conditions. |
| first_indexed | 2024-03-08T06:08:52Z |
| format | Article |
| id | doaj.art-be604fe92a494a1394ad1a98485be917 |
| institution | Directory Open Access Journal |
| issn | 1681-6900 2412-0758 |
| language | English |
| last_indexed | 2024-03-08T06:08:52Z |
| publishDate | 2010-04-01 |
| publisher | Unviversity of Technology- Iraq |
| record_format | Article |
| series | Engineering and Technology Journal |
| spelling | doaj.art-be604fe92a494a1394ad1a98485be9172024-02-04T17:45:27ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582010-04-0128942043310.30684/etj.28.9.1527278Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial WastewaterInstruction and implementation of a new laboratory biological treatmentsystem -unit . The complete removing was achieved after 7 days . The hydraulicwere achieved to reduce the pollution of industrial wastewater of artificialfertilizers company with some inorganic pollutants ( NH4+, NO2-, NO3-ANDSO42- ) and organic ( Biological Oxygen Demand , BOD5 ; urea and TotalSuspended Solids ,TSS ). The modified culture media ,by me , were used tooptimize the specific variables related to this study . Immobilized technique wasused in all units of biological system that consists of Mixo- unit with non discretespaces, Denitrifying and Sulfate reducing units .The mixo-unit was operated by Fed- batch technique of the whole volumemeanwhile the other units by batch technique . In laboratory artificial medium(ND- A ) the primary concentration of ammonium and sulfate were 1300 mg / land 3800 mg / l and reduced to 50% and 45% respectively in Mixoretention timerequired to reduce 500 and 1300 mg / l of ammonium and sulfate respectively infed- batch culture was 40 hr . The retention time of fed- batch became stable at arange of 25 -26 hr in removing the same concentrations and not across theenvironmental limitations of NO2-, NO3- , in addition to reduce the BOD to theallowable concentration . The ammonium , nitrite and nitrate were reduced after 4and 3 days for pretreated and disposed treated wastewater respectively usingMixo- unit and batch technique . Nitrate was removed by concentration of 500 mg /l in denitrifying unit using the modified medium ( O3a – A) . The sulfate wasremoved in modified medium ( C- medium) by concentration of 2129 mg / lduring 3 days using batch technique and anaerobic conditions.https://etj.uotechnology.edu.iq/article_27278_903c5762d58a7627a52dee401fd8a81f.pdf |
| spellingShingle | Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater Engineering and Technology Journal |
| title | Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater |
| title_full | Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater |
| title_fullStr | Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater |
| title_full_unstemmed | Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater |
| title_short | Build a New Biological Treatment Laboratory System to Reduce Pollution of Some Inorganic and Organic Pollutants in Industrial Wastewater |
| title_sort | build a new biological treatment laboratory system to reduce pollution of some inorganic and organic pollutants in industrial wastewater |
| url | https://etj.uotechnology.edu.iq/article_27278_903c5762d58a7627a52dee401fd8a81f.pdf |