Would it be Possible to Optimize a Municipal Wastewater Treatment Plant?

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Stig Morling
Stig Morling
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Niclas Astrand
Niclas Astrand

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GJSFR Volume 14 Issue H6

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Operation of modern wastewater treatment facilities (in the following: WWTP) are to a very large extent based on different forms of biological treatment. Historically a number of activated sludge models have dominated the market. The model that originally was developed during the second decade of the 20th century is often addressed as a suspended growth system as a contrast to attached growth models, such as trickling filters, rotating biological contactors (RBC:s) and more recently the moving bed biological reactors (MBBR:s). Regardless of the system chosen the biological stage in a modern WWTP represents the major energy consuming stage. The obvious exception for this statement is by convention the anaerobic treatment, especially used when the wastewater is a “high strength” stream, rich in hydrocarbonates. The sharpened demand on biological nutrient removal, especially nitrogen removal has even more highlighted the needs for an efficient process control.

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References

  1. D Jenkins,G Daigger,M Richard (2003). Manual on Solving Activated Sludge Bulking, Foaming, and Other Solids Separation Problems" 3rd.
  2. Stig Morling (2014). Problems in Water Environmental Control—Sense and Nonsense in Measurement of Water Protection.
  3. (2003). ATV‐DVWK‐Tagung 3. Klärschlammtage.
  4. S Marklund,S Morling (1994). Biological phosphorus removal at temperatures from 3 to 10 oC -a full scale study of a sequencing batch reactor unit.
  5. J Berg,S Morling (2013). Process Adaption and Modifications of a Nutrient Removing Wastewater Treatment Plant in Sri Lanka Operated at Low Loading Conditions.
  6. S Morling (2007). Plant performance of an Sequencing Batch Reactor in Poland, operated with high Chromium load, reaching advanced nutrient removal.
  7. S Morling (2008). Nitrogen removal efficiency and nitrification rates at the Sequencing Batch Reactor in Nowy Targ, Poland.
  8. S Morling (2001). Performance of an SBR-plant for advanced nutrient removal, using septic sludge as a carbon source.
  9. Conan Doyle,A (1893). The Cardboard Box", from "The Memoirs of Sherlock Holmes.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

Stig Morling. 2015. \u201cWould it be Possible to Optimize a Municipal Wastewater Treatment Plant?\u201d. Global Journal of Science Frontier Research - H: Environment & Environmental geology GJSFR-H Volume 14 (GJSFR Volume 14 Issue H6): .

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Crossref Journal DOI 10.17406/GJSFR

Print ISSN 0975-5896

e-ISSN 2249-4626

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January 19, 2015

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Operation of modern wastewater treatment facilities (in the following: WWTP) are to a very large extent based on different forms of biological treatment. Historically a number of activated sludge models have dominated the market. The model that originally was developed during the second decade of the 20th century is often addressed as a suspended growth system as a contrast to attached growth models, such as trickling filters, rotating biological contactors (RBC:s) and more recently the moving bed biological reactors (MBBR:s). Regardless of the system chosen the biological stage in a modern WWTP represents the major energy consuming stage. The obvious exception for this statement is by convention the anaerobic treatment, especially used when the wastewater is a “high strength” stream, rich in hydrocarbonates. The sharpened demand on biological nutrient removal, especially nitrogen removal has even more highlighted the needs for an efficient process control.

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Would it be Possible to Optimize a Municipal Wastewater Treatment Plant?

Stig Morling
Stig Morling
Niclas Astrand
Niclas Astrand

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