Nutrient removal performance within the biological treatment of the Marrakech wastewater treatment plant and characterization of the aeration and non-aeration process

The strategy for controlling and monitoring aerobic/anoxia cycles at the level of the 4 biological treatment basins of the wastewater treatment plant of Marrakech is mainly based on the measurements provided by the dissolved oxygen (DO) and redox potential (oxidation–reduction potential) sensors (OR...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Desalination and water treatment 2022-05, Vol.257, p.117-130
Hauptverfasser: Tahri, M., El Moudden, T., Bachiri, B., Elrhaouat, O., Elmejdoubi, K., Taky, M., El Amrani, M., Elmidaoui, A.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 130
container_issue
container_start_page 117
container_title Desalination and water treatment
container_volume 257
creator Tahri, M.
El Moudden, T.
Bachiri, B.
Elrhaouat, O.
Elmejdoubi, K.
Taky, M.
El Amrani, M.
Elmidaoui, A.
description The strategy for controlling and monitoring aerobic/anoxia cycles at the level of the 4 biological treatment basins of the wastewater treatment plant of Marrakech is mainly based on the measurements provided by the dissolved oxygen (DO) and redox potential (oxidation–reduction potential) sensors (ORP). In this work, the comparison of the ammonium (NH4+) of the 24 h balance with the daily average values of DO and ORP for each basin showed that when the oxygen concentration is low, the NH4+ concentration is high. The maximum NH4+ value of around 10.3 mg N/L is obtained on the day when the DO concentration is almost zero at the level of one of the 4 basins, which is basin B1. Moreover, knowing that the influent flow is unstable, the punctual monitoring of these parameters at the exit of each basin showed that during the mornings the punctual concentrations of NH4+ are generally low in comparison to NO3– concentrations which are high and the measurements of DO and ORP which correspond are important. Conversely, the results obtained during afternoons with high values of NH4+ correspond to low values of DO, ORP and NO3–. This shows that the need for oxygen also fluctuates during the day. In real-time control, the use of key parameters obtained from temporary readings of the DO and ORP profiles provide valuable information on the biological nitrification–denitrification process: The DO breakpoint indicates the disappearance of NH4+ during the aerobic phase (end of nitrification), called DO elbow are break points on ORP profiles; the ORP knee on the ORP profile signifies the control point where the nitrate has been effectively reduced during the non-aeration cycle (the nitrate knee), The oxygen-uptake rate which can reflect the activity of micro-organisms… In this work, given the large amount of information provided by the system, these key parameters are used to accurately interpret some aeration/non-aeration cycles within the four basins.
doi_str_mv 10.5004/dwt.2022.28544
format Article
fullrecord <record><control><sourceid>elsevier_cross</sourceid><recordid>TN_cdi_crossref_primary_10_5004_dwt_2022_28544</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S1944398624027243</els_id><sourcerecordid>S1944398624027243</sourcerecordid><originalsourceid>FETCH-LOGICAL-c283t-1f97dce7677c213ef162bbc13fcb943e6de4fede3351e0f6ec51920673fe03633</originalsourceid><addsrcrecordid>eNp1kMtOw0AMRWcBElXplnV-IGFeeS1RxUsqsIF1NJl4yECSiTxDI_ggvpO0BcQGL2zZvteyDiFnjCYppfK8mULCKecJL1Ipj8iClVLGoiyyE7Ly_oXOkco8lXxBPu_fAloYQoTQu63qohHQOOzVoCGabGjtEIUWotq6zj1bPSsCggr9zuPMfnenENUr6DaalA8wqQD4RzV2as5qaCLdKlR63toPFawbfg4owEO_Ew1uiH8HIzoN3p-SY6M6D6vvuiRPV5eP65t483B9u77YxJoXIsTMlHmjIc_yXHMmwLCM17Vmwui6lAKyBqSBBoRIGVCTgU5ZyWmWCwNUZEIsSXK4q9F5j2CqEW2v8L1itNrBrWa41Q5utYc7G4qDAeavthaw8nrGqaGxCDpUjbP_Wb8AWOqIKw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Nutrient removal performance within the biological treatment of the Marrakech wastewater treatment plant and characterization of the aeration and non-aeration process</title><source>Alma/SFX Local Collection</source><creator>Tahri, M. ; El Moudden, T. ; Bachiri, B. ; Elrhaouat, O. ; Elmejdoubi, K. ; Taky, M. ; El Amrani, M. ; Elmidaoui, A.</creator><creatorcontrib>Tahri, M. ; El Moudden, T. ; Bachiri, B. ; Elrhaouat, O. ; Elmejdoubi, K. ; Taky, M. ; El Amrani, M. ; Elmidaoui, A.</creatorcontrib><description>The strategy for controlling and monitoring aerobic/anoxia cycles at the level of the 4 biological treatment basins of the wastewater treatment plant of Marrakech is mainly based on the measurements provided by the dissolved oxygen (DO) and redox potential (oxidation–reduction potential) sensors (ORP). In this work, the comparison of the ammonium (NH4+) of the 24 h balance with the daily average values of DO and ORP for each basin showed that when the oxygen concentration is low, the NH4+ concentration is high. The maximum NH4+ value of around 10.3 mg N/L is obtained on the day when the DO concentration is almost zero at the level of one of the 4 basins, which is basin B1. Moreover, knowing that the influent flow is unstable, the punctual monitoring of these parameters at the exit of each basin showed that during the mornings the punctual concentrations of NH4+ are generally low in comparison to NO3– concentrations which are high and the measurements of DO and ORP which correspond are important. Conversely, the results obtained during afternoons with high values of NH4+ correspond to low values of DO, ORP and NO3–. This shows that the need for oxygen also fluctuates during the day. In real-time control, the use of key parameters obtained from temporary readings of the DO and ORP profiles provide valuable information on the biological nitrification–denitrification process: The DO breakpoint indicates the disappearance of NH4+ during the aerobic phase (end of nitrification), called DO elbow are break points on ORP profiles; the ORP knee on the ORP profile signifies the control point where the nitrate has been effectively reduced during the non-aeration cycle (the nitrate knee), The oxygen-uptake rate which can reflect the activity of micro-organisms… In this work, given the large amount of information provided by the system, these key parameters are used to accurately interpret some aeration/non-aeration cycles within the four basins.</description><identifier>ISSN: 1944-3986</identifier><identifier>DOI: 10.5004/dwt.2022.28544</identifier><language>eng</language><publisher>Elsevier Inc</publisher><subject>Ammonium ; Dissolved oxygen ; Key parameter indicators ; Marrakech wastewater treatment plant ; Oxidation–reduction potential</subject><ispartof>Desalination and water treatment, 2022-05, Vol.257, p.117-130</ispartof><rights>2022 Elsevier Inc.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c283t-1f97dce7677c213ef162bbc13fcb943e6de4fede3351e0f6ec51920673fe03633</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Tahri, M.</creatorcontrib><creatorcontrib>El Moudden, T.</creatorcontrib><creatorcontrib>Bachiri, B.</creatorcontrib><creatorcontrib>Elrhaouat, O.</creatorcontrib><creatorcontrib>Elmejdoubi, K.</creatorcontrib><creatorcontrib>Taky, M.</creatorcontrib><creatorcontrib>El Amrani, M.</creatorcontrib><creatorcontrib>Elmidaoui, A.</creatorcontrib><title>Nutrient removal performance within the biological treatment of the Marrakech wastewater treatment plant and characterization of the aeration and non-aeration process</title><title>Desalination and water treatment</title><description>The strategy for controlling and monitoring aerobic/anoxia cycles at the level of the 4 biological treatment basins of the wastewater treatment plant of Marrakech is mainly based on the measurements provided by the dissolved oxygen (DO) and redox potential (oxidation–reduction potential) sensors (ORP). In this work, the comparison of the ammonium (NH4+) of the 24 h balance with the daily average values of DO and ORP for each basin showed that when the oxygen concentration is low, the NH4+ concentration is high. The maximum NH4+ value of around 10.3 mg N/L is obtained on the day when the DO concentration is almost zero at the level of one of the 4 basins, which is basin B1. Moreover, knowing that the influent flow is unstable, the punctual monitoring of these parameters at the exit of each basin showed that during the mornings the punctual concentrations of NH4+ are generally low in comparison to NO3– concentrations which are high and the measurements of DO and ORP which correspond are important. Conversely, the results obtained during afternoons with high values of NH4+ correspond to low values of DO, ORP and NO3–. This shows that the need for oxygen also fluctuates during the day. In real-time control, the use of key parameters obtained from temporary readings of the DO and ORP profiles provide valuable information on the biological nitrification–denitrification process: The DO breakpoint indicates the disappearance of NH4+ during the aerobic phase (end of nitrification), called DO elbow are break points on ORP profiles; the ORP knee on the ORP profile signifies the control point where the nitrate has been effectively reduced during the non-aeration cycle (the nitrate knee), The oxygen-uptake rate which can reflect the activity of micro-organisms… In this work, given the large amount of information provided by the system, these key parameters are used to accurately interpret some aeration/non-aeration cycles within the four basins.</description><subject>Ammonium</subject><subject>Dissolved oxygen</subject><subject>Key parameter indicators</subject><subject>Marrakech wastewater treatment plant</subject><subject>Oxidation–reduction potential</subject><issn>1944-3986</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp1kMtOw0AMRWcBElXplnV-IGFeeS1RxUsqsIF1NJl4yECSiTxDI_ggvpO0BcQGL2zZvteyDiFnjCYppfK8mULCKecJL1Ipj8iClVLGoiyyE7Ly_oXOkco8lXxBPu_fAloYQoTQu63qohHQOOzVoCGabGjtEIUWotq6zj1bPSsCggr9zuPMfnenENUr6DaalA8wqQD4RzV2as5qaCLdKlR63toPFawbfg4owEO_Ew1uiH8HIzoN3p-SY6M6D6vvuiRPV5eP65t483B9u77YxJoXIsTMlHmjIc_yXHMmwLCM17Vmwui6lAKyBqSBBoRIGVCTgU5ZyWmWCwNUZEIsSXK4q9F5j2CqEW2v8L1itNrBrWa41Q5utYc7G4qDAeavthaw8nrGqaGxCDpUjbP_Wb8AWOqIKw</recordid><startdate>202205</startdate><enddate>202205</enddate><creator>Tahri, M.</creator><creator>El Moudden, T.</creator><creator>Bachiri, B.</creator><creator>Elrhaouat, O.</creator><creator>Elmejdoubi, K.</creator><creator>Taky, M.</creator><creator>El Amrani, M.</creator><creator>Elmidaoui, A.</creator><general>Elsevier Inc</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>202205</creationdate><title>Nutrient removal performance within the biological treatment of the Marrakech wastewater treatment plant and characterization of the aeration and non-aeration process</title><author>Tahri, M. ; El Moudden, T. ; Bachiri, B. ; Elrhaouat, O. ; Elmejdoubi, K. ; Taky, M. ; El Amrani, M. ; Elmidaoui, A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c283t-1f97dce7677c213ef162bbc13fcb943e6de4fede3351e0f6ec51920673fe03633</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Ammonium</topic><topic>Dissolved oxygen</topic><topic>Key parameter indicators</topic><topic>Marrakech wastewater treatment plant</topic><topic>Oxidation–reduction potential</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tahri, M.</creatorcontrib><creatorcontrib>El Moudden, T.</creatorcontrib><creatorcontrib>Bachiri, B.</creatorcontrib><creatorcontrib>Elrhaouat, O.</creatorcontrib><creatorcontrib>Elmejdoubi, K.</creatorcontrib><creatorcontrib>Taky, M.</creatorcontrib><creatorcontrib>El Amrani, M.</creatorcontrib><creatorcontrib>Elmidaoui, A.</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><jtitle>Desalination and water treatment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tahri, M.</au><au>El Moudden, T.</au><au>Bachiri, B.</au><au>Elrhaouat, O.</au><au>Elmejdoubi, K.</au><au>Taky, M.</au><au>El Amrani, M.</au><au>Elmidaoui, A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Nutrient removal performance within the biological treatment of the Marrakech wastewater treatment plant and characterization of the aeration and non-aeration process</atitle><jtitle>Desalination and water treatment</jtitle><date>2022-05</date><risdate>2022</risdate><volume>257</volume><spage>117</spage><epage>130</epage><pages>117-130</pages><issn>1944-3986</issn><abstract>The strategy for controlling and monitoring aerobic/anoxia cycles at the level of the 4 biological treatment basins of the wastewater treatment plant of Marrakech is mainly based on the measurements provided by the dissolved oxygen (DO) and redox potential (oxidation–reduction potential) sensors (ORP). In this work, the comparison of the ammonium (NH4+) of the 24 h balance with the daily average values of DO and ORP for each basin showed that when the oxygen concentration is low, the NH4+ concentration is high. The maximum NH4+ value of around 10.3 mg N/L is obtained on the day when the DO concentration is almost zero at the level of one of the 4 basins, which is basin B1. Moreover, knowing that the influent flow is unstable, the punctual monitoring of these parameters at the exit of each basin showed that during the mornings the punctual concentrations of NH4+ are generally low in comparison to NO3– concentrations which are high and the measurements of DO and ORP which correspond are important. Conversely, the results obtained during afternoons with high values of NH4+ correspond to low values of DO, ORP and NO3–. This shows that the need for oxygen also fluctuates during the day. In real-time control, the use of key parameters obtained from temporary readings of the DO and ORP profiles provide valuable information on the biological nitrification–denitrification process: The DO breakpoint indicates the disappearance of NH4+ during the aerobic phase (end of nitrification), called DO elbow are break points on ORP profiles; the ORP knee on the ORP profile signifies the control point where the nitrate has been effectively reduced during the non-aeration cycle (the nitrate knee), The oxygen-uptake rate which can reflect the activity of micro-organisms… In this work, given the large amount of information provided by the system, these key parameters are used to accurately interpret some aeration/non-aeration cycles within the four basins.</abstract><pub>Elsevier Inc</pub><doi>10.5004/dwt.2022.28544</doi><tpages>14</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1944-3986
ispartof Desalination and water treatment, 2022-05, Vol.257, p.117-130
issn 1944-3986
language eng
recordid cdi_crossref_primary_10_5004_dwt_2022_28544
source Alma/SFX Local Collection
subjects Ammonium
Dissolved oxygen
Key parameter indicators
Marrakech wastewater treatment plant
Oxidation–reduction potential
title Nutrient removal performance within the biological treatment of the Marrakech wastewater treatment plant and characterization of the aeration and non-aeration process
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-21T17%3A59%3A50IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-elsevier_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Nutrient%20removal%20performance%20within%20the%20biological%20treatment%20of%20the%20Marrakech%20wastewater%20treatment%20plant%20and%20characterization%20of%20the%20aeration%20and%20non-aeration%20process&rft.jtitle=Desalination%20and%20water%20treatment&rft.au=Tahri,%20M.&rft.date=2022-05&rft.volume=257&rft.spage=117&rft.epage=130&rft.pages=117-130&rft.issn=1944-3986&rft_id=info:doi/10.5004/dwt.2022.28544&rft_dat=%3Celsevier_cross%3ES1944398624027243%3C/elsevier_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_els_id=S1944398624027243&rfr_iscdi=true