Anaerobic treatment of olive mill wastewater with digested piggery effluent

Anaerobic digestion of olive mill wastewater (OMW) in admixture with anaerobically digested piggery effluent (ADPE) was investigated. Successive volumetric increases of OMW ranging from 8 to 91% were mixed with ADPE and treated through an upflow anaerobic filter to promote gradual adaptation of the...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Water environment research 1998-07, Vol.70 (5), p.1056-1061
Hauptverfasser: Marques, I.P, Teixeira, A, Rodrigues, L, Martins Dias, S, Novais, J.M
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 1061
container_issue 5
container_start_page 1056
container_title Water environment research
container_volume 70
creator Marques, I.P
Teixeira, A
Rodrigues, L
Martins Dias, S
Novais, J.M
description Anaerobic digestion of olive mill wastewater (OMW) in admixture with anaerobically digested piggery effluent (ADPE) was investigated. Successive volumetric increases of OMW ranging from 8 to 91% were mixed with ADPE and treated through an upflow anaerobic filter to promote gradual adaptation of the microbial consortium. The response of the digester was positive, and only at 91% v/v OMW was lower reactor performance obtained, suggesting that a concentration on the order of 83% v/v was the highest in terms of the efficiency and stability of the reactor. At this inlet composition, the mixture loading rate varied from 5.0 to 5.7 kg chemical oxygen demand$({\rm COD})/{\rm m}^{3}\cdot {\rm d}$and the total COD removal was 73 to 75%, with a gas production of 1.7 to 2.1${\rm m}^{3}/{\rm m}^{3}\cdot {\rm d}$(66 to 68%${\rm CH}_{4}$). The corresponding volume of ADPE (17%) was enough to maintain an influent ammonium-nitrogen$({\rm NH}_{4}{}^{+}\text{-}{\rm N})$concentration of 0.17 to 0.19 kg${\rm NH}_{4}{}^{+}\text{-}{\rm N}/{\rm m}^{3}$, which was practically spent.
doi_str_mv 10.2175/106143098X123390
format Article
fullrecord <record><control><sourceid>jstor_proqu</sourceid><recordid>TN_cdi_proquest_journals_216060058</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><jstor_id>25045117</jstor_id><sourcerecordid>25045117</sourcerecordid><originalsourceid>FETCH-LOGICAL-c4246-4a886105ecf390c622b8e9912d5c34aa1a3fb6d5d232667f9b27fd271454df963</originalsourceid><addsrcrecordid>eNqFkN1LwzAUxYsoOKfvvghBfK3m5qvN4xjzAweCOvStpG1SM7p2Jp1l_70ZHQq--JSQc87vntwoOgd8TSDhN4AFMIpl-g6EUokPohFwzuKEUzgM9yDHQafH0Yn3S4yBEMxG0eOkUdq1uS1Q57TqVrrpUGtQW9svjVa2rlGvfKd71WmHett9oNJWOryUaG2rSrst0sbUm5A7jY6Mqr0-25_jaHE7e53ex_Onu4fpZB4XjDARM5WmAjDXhQk9C0FInmopgZS8oEwpUNTkouQloUSIxMicJKYkCTDOSiMFHUeXA3ft2s9N6JIt241rwsiMgMACY54GEx5MhWu9d9pka2dXym0zwNluY9nfjYXI1Z6rfKFq41RTWP-TI5TTlMtg44Ott7Xe_ovN3mbP4be72hdDbum71v1iOWYcIPnVjWozVbkwevECUiY4DbyEfgPP9It8</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>216060058</pqid></control><display><type>article</type><title>Anaerobic treatment of olive mill wastewater with digested piggery effluent</title><source>Wiley Online Library All Journals</source><source>JSTOR</source><creator>Marques, I.P ; Teixeira, A ; Rodrigues, L ; Martins Dias, S ; Novais, J.M</creator><creatorcontrib>Marques, I.P ; Teixeira, A ; Rodrigues, L ; Martins Dias, S ; Novais, J.M</creatorcontrib><description>Anaerobic digestion of olive mill wastewater (OMW) in admixture with anaerobically digested piggery effluent (ADPE) was investigated. Successive volumetric increases of OMW ranging from 8 to 91% were mixed with ADPE and treated through an upflow anaerobic filter to promote gradual adaptation of the microbial consortium. The response of the digester was positive, and only at 91% v/v OMW was lower reactor performance obtained, suggesting that a concentration on the order of 83% v/v was the highest in terms of the efficiency and stability of the reactor. At this inlet composition, the mixture loading rate varied from 5.0 to 5.7 kg chemical oxygen demand$({\rm COD})/{\rm m}^{3}\cdot {\rm d}$and the total COD removal was 73 to 75%, with a gas production of 1.7 to 2.1${\rm m}^{3}/{\rm m}^{3}\cdot {\rm d}$(66 to 68%${\rm CH}_{4}$). The corresponding volume of ADPE (17%) was enough to maintain an influent ammonium-nitrogen$({\rm NH}_{4}{}^{+}\text{-}{\rm N})$concentration of 0.17 to 0.19 kg${\rm NH}_{4}{}^{+}\text{-}{\rm N}/{\rm m}^{3}$, which was practically spent.</description><identifier>ISSN: 1061-4303</identifier><identifier>EISSN: 1554-7531</identifier><identifier>DOI: 10.2175/106143098X123390</identifier><language>eng</language><publisher>Alexandria, VA: Water Environment Federation</publisher><subject>ANAEROBIC DIGESTION ; ANAEROBIC FILTER ; ANAEROBIC TREATMENT ; Applied sciences ; Biological and medical sciences ; Biological treatment of waters ; Biotechnology ; Chemical oxygen demand ; Environment and pollution ; Exact sciences and technology ; FACTORIES ; FATS ; Fundamental and applied biological sciences. Psychology ; GAS PRODUCTION ; Industrial applications and implications. Economical aspects ; Industrial effluents ; Industrial wastewaters ; Loading rate ; LOADING RATIO ; MEASUREMENT ; Methane ; METHANE FERMENTATION ; MIXTURES ; OILS INDUSTRY ; OLIVE MILL WASTEWATER ; OLIVE OIL ; Pig housing ; PIGGERIES ; PIGGERY EFFLUENT ; POLLUTANT LOAD ; Pollution ; REMOVAL ; Research Papers ; VOLATILE FATTY ACIDS ; WASTEWATER ; WASTEWATER TREATMENT ; Wastewaters ; Water treatment and pollution</subject><ispartof>Water environment research, 1998-07, Vol.70 (5), p.1056-1061</ispartof><rights>Copyright 1998 The Water Environment Federation (WEF)</rights><rights>1998 Water Environment Federation</rights><rights>1998 INIST-CNRS</rights><rights>Copyright Water Environment Federation Jul/Aug 1998</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c4246-4a886105ecf390c622b8e9912d5c34aa1a3fb6d5d232667f9b27fd271454df963</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/25045117$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/25045117$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,780,784,803,1417,27924,27925,45574,45575,58017,58250</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=2353859$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Marques, I.P</creatorcontrib><creatorcontrib>Teixeira, A</creatorcontrib><creatorcontrib>Rodrigues, L</creatorcontrib><creatorcontrib>Martins Dias, S</creatorcontrib><creatorcontrib>Novais, J.M</creatorcontrib><title>Anaerobic treatment of olive mill wastewater with digested piggery effluent</title><title>Water environment research</title><description>Anaerobic digestion of olive mill wastewater (OMW) in admixture with anaerobically digested piggery effluent (ADPE) was investigated. Successive volumetric increases of OMW ranging from 8 to 91% were mixed with ADPE and treated through an upflow anaerobic filter to promote gradual adaptation of the microbial consortium. The response of the digester was positive, and only at 91% v/v OMW was lower reactor performance obtained, suggesting that a concentration on the order of 83% v/v was the highest in terms of the efficiency and stability of the reactor. At this inlet composition, the mixture loading rate varied from 5.0 to 5.7 kg chemical oxygen demand$({\rm COD})/{\rm m}^{3}\cdot {\rm d}$and the total COD removal was 73 to 75%, with a gas production of 1.7 to 2.1${\rm m}^{3}/{\rm m}^{3}\cdot {\rm d}$(66 to 68%${\rm CH}_{4}$). The corresponding volume of ADPE (17%) was enough to maintain an influent ammonium-nitrogen$({\rm NH}_{4}{}^{+}\text{-}{\rm N})$concentration of 0.17 to 0.19 kg${\rm NH}_{4}{}^{+}\text{-}{\rm N}/{\rm m}^{3}$, which was practically spent.</description><subject>ANAEROBIC DIGESTION</subject><subject>ANAEROBIC FILTER</subject><subject>ANAEROBIC TREATMENT</subject><subject>Applied sciences</subject><subject>Biological and medical sciences</subject><subject>Biological treatment of waters</subject><subject>Biotechnology</subject><subject>Chemical oxygen demand</subject><subject>Environment and pollution</subject><subject>Exact sciences and technology</subject><subject>FACTORIES</subject><subject>FATS</subject><subject>Fundamental and applied biological sciences. Psychology</subject><subject>GAS PRODUCTION</subject><subject>Industrial applications and implications. Economical aspects</subject><subject>Industrial effluents</subject><subject>Industrial wastewaters</subject><subject>Loading rate</subject><subject>LOADING RATIO</subject><subject>MEASUREMENT</subject><subject>Methane</subject><subject>METHANE FERMENTATION</subject><subject>MIXTURES</subject><subject>OILS INDUSTRY</subject><subject>OLIVE MILL WASTEWATER</subject><subject>OLIVE OIL</subject><subject>Pig housing</subject><subject>PIGGERIES</subject><subject>PIGGERY EFFLUENT</subject><subject>POLLUTANT LOAD</subject><subject>Pollution</subject><subject>REMOVAL</subject><subject>Research Papers</subject><subject>VOLATILE FATTY ACIDS</subject><subject>WASTEWATER</subject><subject>WASTEWATER TREATMENT</subject><subject>Wastewaters</subject><subject>Water treatment and pollution</subject><issn>1061-4303</issn><issn>1554-7531</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1998</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkN1LwzAUxYsoOKfvvghBfK3m5qvN4xjzAweCOvStpG1SM7p2Jp1l_70ZHQq--JSQc87vntwoOgd8TSDhN4AFMIpl-g6EUokPohFwzuKEUzgM9yDHQafH0Yn3S4yBEMxG0eOkUdq1uS1Q57TqVrrpUGtQW9svjVa2rlGvfKd71WmHett9oNJWOryUaG2rSrst0sbUm5A7jY6Mqr0-25_jaHE7e53ex_Onu4fpZB4XjDARM5WmAjDXhQk9C0FInmopgZS8oEwpUNTkouQloUSIxMicJKYkCTDOSiMFHUeXA3ft2s9N6JIt241rwsiMgMACY54GEx5MhWu9d9pka2dXym0zwNluY9nfjYXI1Z6rfKFq41RTWP-TI5TTlMtg44Ott7Xe_ovN3mbP4be72hdDbum71v1iOWYcIPnVjWozVbkwevECUiY4DbyEfgPP9It8</recordid><startdate>199807</startdate><enddate>199807</enddate><creator>Marques, I.P</creator><creator>Teixeira, A</creator><creator>Rodrigues, L</creator><creator>Martins Dias, S</creator><creator>Novais, J.M</creator><general>Water Environment Federation</general><general>Blackwell Publishing Ltd</general><scope>FBQ</scope><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QH</scope><scope>7QO</scope><scope>7ST</scope><scope>7T7</scope><scope>7U7</scope><scope>7UA</scope><scope>7X2</scope><scope>7X7</scope><scope>7XB</scope><scope>88E</scope><scope>88I</scope><scope>8AF</scope><scope>8AO</scope><scope>8C1</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FH</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>L6V</scope><scope>M0K</scope><scope>M0S</scope><scope>M1P</scope><scope>M2P</scope><scope>M7N</scope><scope>M7S</scope><scope>P64</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>S0X</scope><scope>SOI</scope></search><sort><creationdate>199807</creationdate><title>Anaerobic treatment of olive mill wastewater with digested piggery effluent</title><author>Marques, I.P ; Teixeira, A ; Rodrigues, L ; Martins Dias, S ; Novais, J.M</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c4246-4a886105ecf390c622b8e9912d5c34aa1a3fb6d5d232667f9b27fd271454df963</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1998</creationdate><topic>ANAEROBIC DIGESTION</topic><topic>ANAEROBIC FILTER</topic><topic>ANAEROBIC TREATMENT</topic><topic>Applied sciences</topic><topic>Biological and medical sciences</topic><topic>Biological treatment of waters</topic><topic>Biotechnology</topic><topic>Chemical oxygen demand</topic><topic>Environment and pollution</topic><topic>Exact sciences and technology</topic><topic>FACTORIES</topic><topic>FATS</topic><topic>Fundamental and applied biological sciences. Psychology</topic><topic>GAS PRODUCTION</topic><topic>Industrial applications and implications. Economical aspects</topic><topic>Industrial effluents</topic><topic>Industrial wastewaters</topic><topic>Loading rate</topic><topic>LOADING RATIO</topic><topic>MEASUREMENT</topic><topic>Methane</topic><topic>METHANE FERMENTATION</topic><topic>MIXTURES</topic><topic>OILS INDUSTRY</topic><topic>OLIVE MILL WASTEWATER</topic><topic>OLIVE OIL</topic><topic>Pig housing</topic><topic>PIGGERIES</topic><topic>PIGGERY EFFLUENT</topic><topic>POLLUTANT LOAD</topic><topic>Pollution</topic><topic>REMOVAL</topic><topic>Research Papers</topic><topic>VOLATILE FATTY ACIDS</topic><topic>WASTEWATER</topic><topic>WASTEWATER TREATMENT</topic><topic>Wastewaters</topic><topic>Water treatment and pollution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Marques, I.P</creatorcontrib><creatorcontrib>Teixeira, A</creatorcontrib><creatorcontrib>Rodrigues, L</creatorcontrib><creatorcontrib>Martins Dias, S</creatorcontrib><creatorcontrib>Novais, J.M</creatorcontrib><collection>AGRIS</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Aqualine</collection><collection>Biotechnology Research Abstracts</collection><collection>Environment Abstracts</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Toxicology Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Agricultural Science Collection</collection><collection>ProQuest_Health &amp; Medical Collection</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Medical Database (Alumni Edition)</collection><collection>Science Database (Alumni Edition)</collection><collection>STEM Database</collection><collection>ProQuest Pharma Collection</collection><collection>Public Health Database</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Hospital Premium Collection</collection><collection>Hospital Premium Collection (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>Agricultural &amp; Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric &amp; Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Health Research Premium Collection</collection><collection>Health Research Premium Collection (Alumni)</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 3: Aquatic Pollution &amp; Environmental Quality</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Health &amp; Medical Complete (Alumni)</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Agricultural Science Database</collection><collection>Health &amp; Medical Collection (Alumni Edition)</collection><collection>Medical Database</collection><collection>Science Database</collection><collection>Algology Mycology and Protozoology Abstracts (Microbiology C)</collection><collection>ProQuest Engineering Database</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>Environmental Science Database</collection><collection>ProQuest Earth, Atmospheric &amp; Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering collection</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>SIRS Editorial</collection><collection>Environment Abstracts</collection><jtitle>Water environment research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Marques, I.P</au><au>Teixeira, A</au><au>Rodrigues, L</au><au>Martins Dias, S</au><au>Novais, J.M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Anaerobic treatment of olive mill wastewater with digested piggery effluent</atitle><jtitle>Water environment research</jtitle><date>1998-07</date><risdate>1998</risdate><volume>70</volume><issue>5</issue><spage>1056</spage><epage>1061</epage><pages>1056-1061</pages><issn>1061-4303</issn><eissn>1554-7531</eissn><abstract>Anaerobic digestion of olive mill wastewater (OMW) in admixture with anaerobically digested piggery effluent (ADPE) was investigated. Successive volumetric increases of OMW ranging from 8 to 91% were mixed with ADPE and treated through an upflow anaerobic filter to promote gradual adaptation of the microbial consortium. The response of the digester was positive, and only at 91% v/v OMW was lower reactor performance obtained, suggesting that a concentration on the order of 83% v/v was the highest in terms of the efficiency and stability of the reactor. At this inlet composition, the mixture loading rate varied from 5.0 to 5.7 kg chemical oxygen demand$({\rm COD})/{\rm m}^{3}\cdot {\rm d}$and the total COD removal was 73 to 75%, with a gas production of 1.7 to 2.1${\rm m}^{3}/{\rm m}^{3}\cdot {\rm d}$(66 to 68%${\rm CH}_{4}$). The corresponding volume of ADPE (17%) was enough to maintain an influent ammonium-nitrogen$({\rm NH}_{4}{}^{+}\text{-}{\rm N})$concentration of 0.17 to 0.19 kg${\rm NH}_{4}{}^{+}\text{-}{\rm N}/{\rm m}^{3}$, which was practically spent.</abstract><cop>Alexandria, VA</cop><pub>Water Environment Federation</pub><doi>10.2175/106143098X123390</doi><tpages>6</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1061-4303
ispartof Water environment research, 1998-07, Vol.70 (5), p.1056-1061
issn 1061-4303
1554-7531
language eng
recordid cdi_proquest_journals_216060058
source Wiley Online Library All Journals; JSTOR
subjects ANAEROBIC DIGESTION
ANAEROBIC FILTER
ANAEROBIC TREATMENT
Applied sciences
Biological and medical sciences
Biological treatment of waters
Biotechnology
Chemical oxygen demand
Environment and pollution
Exact sciences and technology
FACTORIES
FATS
Fundamental and applied biological sciences. Psychology
GAS PRODUCTION
Industrial applications and implications. Economical aspects
Industrial effluents
Industrial wastewaters
Loading rate
LOADING RATIO
MEASUREMENT
Methane
METHANE FERMENTATION
MIXTURES
OILS INDUSTRY
OLIVE MILL WASTEWATER
OLIVE OIL
Pig housing
PIGGERIES
PIGGERY EFFLUENT
POLLUTANT LOAD
Pollution
REMOVAL
Research Papers
VOLATILE FATTY ACIDS
WASTEWATER
WASTEWATER TREATMENT
Wastewaters
Water treatment and pollution
title Anaerobic treatment of olive mill wastewater with digested piggery effluent
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-28T08%3A31%3A46IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-jstor_proqu&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Anaerobic%20treatment%20of%20olive%20mill%20wastewater%20with%20digested%20piggery%20effluent&rft.jtitle=Water%20environment%20research&rft.au=Marques,%20I.P&rft.date=1998-07&rft.volume=70&rft.issue=5&rft.spage=1056&rft.epage=1061&rft.pages=1056-1061&rft.issn=1061-4303&rft.eissn=1554-7531&rft_id=info:doi/10.2175/106143098X123390&rft_dat=%3Cjstor_proqu%3E25045117%3C/jstor_proqu%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=216060058&rft_id=info:pmid/&rft_jstor_id=25045117&rfr_iscdi=true