Nitrification Denitrification in Intermittent Aeration Process for Swine Wastewater Treatment
A continuous-flow intermittent aeration (IA) process has been studied for nitrogen removal from anaerobically digested swine wastewater with high ammonium content. High nitrogen removal efficiency of average 91% total Kjeldahl nitrogen and 92% NH4-N was achieved in an IA system with an alteration of...
Saved in:
Published in | Journal of environmental engineering (New York, N.Y.) Vol. 127; no. 8; pp. 705 - 711 |
---|---|
Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Reston, VA
American Society of Civil Engineers
01.08.2001
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Abstract | A continuous-flow intermittent aeration (IA) process has been studied for nitrogen removal from anaerobically digested swine wastewater with high ammonium content. High nitrogen removal efficiency of average 91% total Kjeldahl nitrogen and 92% NH4-N was achieved in an IA system with an alteration of 1-h aeration and 1-h nonaeration. Nitrification and denitrification were found to be responsible for the nitrogen removal in the system. Nitrite and nitrate in the effluent were less than 1.0 mg L and 8.0 mg L, respectively. The specific nitrification and denitrification rates of the single-sludge IA culture were determined through batch experiments as 2.79-3.70 mgNO3-N g volatile suspended solids-h and 0.59-1.03 mgNO3-N g volatile suspended solids-h, respectively. In the IA process, the aeration period created favorable conditions for nitrifying bacteria (dissolved oxygen = 4-6 mg L and oxidation-reduction potential = 80-100 mV), while the nonaeration period provided good environment for denitrifying bacteria (dissolved oxygen < 1 mg L and oxidation-reduction potential as low as 0 mV). Ammonia volatilization in the IA process was negligible (<0.008%). Denitrification activity in the IA process prevented nitrate from accumulation and significant pH change in the system, which is critical for nitrogen removal from swine wastewater with high ammonium content. |
---|---|
AbstractList | A continuous-flow intermittent aeration (IA) process has been studied for nitrogen removal from anaerobically digested swine wastewater with high ammonium content. High nitrogen removal efficiency of average 91% total Kjeldahl nitrogen and 92% NH4-N was achieved in an IA system with an alteration of 1-h aeration and 1-h nonaeration. Nitrification and denitrification were found to be responsible for the nitrogen removal in the system. Nitrite and nitrate in the effluent were less than 1.0 mg L and 8.0 mg L, respectively. The specific nitrification and denitrification rates of the single-sludge IA culture were determined through batch experiments as 2.79-3.70 mgNO3-N g volatile suspended solids-h and 0.59-1.03 mgNO3-N g volatile suspended solids-h, respectively. In the IA process, the aeration period created favorable conditions for nitrifying bacteria (dissolved oxygen = 4-6 mg L and oxidation-reduction potential = 80-100 mV), while the nonaeration period provided good environment for denitrifying bacteria (dissolved oxygen < 1 mg L and oxidation-reduction potential as low as 0 mV). Ammonia volatilization in the IA process was negligible (<0.008%). Denitrification activity in the IA process prevented nitrate from accumulation and significant pH change in the system, which is critical for nitrogen removal from swine wastewater with high ammonium content. A continuous-flow intermittent aeration (IA) process has been studied for nitrogen removal from anaerobically digested swine wastewater with high ammonium content. High nitrogen removal efficiency of average 91% total Kjeldahl nitrogen and 92% NH sub(-)N was achieved in an IA system with an alteration of 1-h aeration and 1-h nonaeration. Nitrification and denitrification were found to be responsible for the nitrogen removal in the system. Nitrite and nitrate in the effluent were less than 1.0 mg/L and 8.0 mg/L, respectively. The specific nitrification and denitrification rates of the single-sludge IA culture were determined through batch experiments as 2.79-3.70 mgNO sub(3)-N/g volatile suspended solids-h and 0.59-1.03 mgNO sub(3)-N/g volatile suspended solids-h, respectively. In the IA process, the aeration period created favorable conditions for nitrifying bacteria (dissolved oxygen = 4-6 mg/L and oxidation-reduction potential = 80-100 mV), while the nonaeration period provided good environment for denitrifying bacteria (dissolved oxygen < 1 mg/L and oxidation-reduction potential as low as 0 mV). Ammonia volatilization in the IA process was negligible ( < 0.008%). Denitrification activity in the IA process prevented nitrate from accumulation and significant pH change in the system, which is critical for nitrogen removal from swine wastewater with high ammonium content. |
Author | Liu, Bin Cheng, Jiayang |
Author_xml | – sequence: 1 givenname: Jiayang surname: Cheng fullname: Cheng, Jiayang – sequence: 2 givenname: Bin surname: Liu fullname: Liu, Bin |
BackLink | http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=1088224$$DView record in Pascal Francis |
BookMark | eNqNkV1LHDEUhkOx0NX2P8xF0d2LaU--JhkvhGVdrUVqQcXelJCZOQOR3YwmWcR_b6Zri72pDYSckIf3HPLskh0_eCTkgMInChX9PJ1fLpYzUJyXNVdsygDojDJ1qKcK5OwNmdBa8FJpBTtk8od7R3ZjvM2sqGo1IT-_uRRc71qb3OCLY_R_3Z0vznzCsHYpoU_FHMP24XsYWoyx6IdQXD44j8WNjQkfbIaLq4A2rTP_nrzt7Srih-dzj1yfLK8WX8rzi9Ozxfy8tBIglVTZprNMWsl6aBjjuu8QBJWdlMBUIxtpGeU9B9aKhrWdsqLiDXLR8Vo2Dd8j-9vcuzDcbzAms3axxdXKehw20bBKV1xU6n9Aweuqfh0ElS0AvApSITUHKTJ4tAXbMMQYsDd3wa1teDQUzGjUmNGoGU2Z0ZQZjZps1GiTjeaAj8-dbGztqg_Wty6-SNGasbHPjy2WKTS3wyb4_PXm68VyeXwNOZIpGJfOO8f-qunvEf49wRMkHLvA |
CODEN | JOEEDU |
CitedBy_id | crossref_primary_10_1016_j_biosystemseng_2017_04_011 crossref_primary_10_1016_j_jiec_2013_11_010 crossref_primary_10_2965_jswe_33_33 crossref_primary_10_1016_j_aquaeng_2014_02_001 crossref_primary_10_1016_S0043_1354_03_00017_4 crossref_primary_10_1038_sj_cdd_4401006 crossref_primary_10_1016_j_expthermflusci_2022_110597 crossref_primary_10_1016_j_watres_2010_08_030 crossref_primary_10_1016_j_jwpe_2023_103886 crossref_primary_10_1007_s12010_013_0245_8 crossref_primary_10_1016_j_femsec_2005_05_001 crossref_primary_10_1016_j_cej_2012_05_036 crossref_primary_10_3390_ani10050835 crossref_primary_10_1016_j_procbio_2007_01_020 crossref_primary_10_1007_s10661_009_0876_y crossref_primary_10_1002_jctb_2158 crossref_primary_10_1081_ESE_120015424 crossref_primary_10_5322_JES_2002_11_12_1261 crossref_primary_10_1080_10934520802060092 crossref_primary_10_1016_j_biortech_2015_09_023 crossref_primary_10_11109_JAES_2023_25_1_029 crossref_primary_10_1080_19443994_2015_1084483 crossref_primary_10_1155_2015_531015 crossref_primary_10_2166_wpt_2020_012 crossref_primary_10_1016_j_biortech_2022_128434 crossref_primary_10_1002_jctb_7492 crossref_primary_10_1038_sj_cdd_4402005 crossref_primary_10_1080_19443994_2013_734567 crossref_primary_10_1007_s11356_013_1933_1 crossref_primary_10_1016_j_biortech_2007_05_061 crossref_primary_10_1016_j_biosystemseng_2007_08_001 crossref_primary_10_1038_sj_cdd_4401032 crossref_primary_10_1007_s10863_006_9055_9 crossref_primary_10_1016_j_expthermflusci_2018_05_009 crossref_primary_10_1016_j_jenvman_2015_11_049 crossref_primary_10_1128_AEM_71_12_8565_8572_2005 crossref_primary_10_1016_j_jwpe_2020_101909 crossref_primary_10_3390_w12020492 crossref_primary_10_3390_agronomy12040902 |
Cites_doi | 10.2166/wst.1994.0339 10.2166/wst.1994.0281 10.1016/S0043-1354(97)00004-3 10.1016/0043-1354(83)90249-X 10.1080/03601239409372915 10.1016/0043-1354(94)00207-N 10.1016/0269-7483(88)90102-4 10.1016/0043-1354(95)00153-C 10.2166/wst.1996.0364 10.1016/0043-1354(91)90116-8 10.1016/0043-1354(83)90176-8 |
ContentType | Journal Article |
Copyright | 2001 INIST-CNRS |
Copyright_xml | – notice: 2001 INIST-CNRS |
DBID | IQODW AAYXX CITATION 7ST C1K SOI 7QH 7T7 7TV 7UA 8FD FR3 P64 KR7 7SU |
DOI | 10.1061/(ASCE)0733-9372(2001)127:8(705) |
DatabaseName | Pascal-Francis CrossRef Environment Abstracts Environmental Sciences and Pollution Management Environment Abstracts Aqualine Industrial and Applied Microbiology Abstracts (Microbiology A) Pollution Abstracts Water Resources Abstracts Technology Research Database Engineering Research Database Biotechnology and BioEngineering Abstracts Civil Engineering Abstracts Environmental Engineering Abstracts |
DatabaseTitle | CrossRef Environment Abstracts Environmental Sciences and Pollution Management Technology Research Database Engineering Research Database Industrial and Applied Microbiology Abstracts (Microbiology A) Pollution Abstracts Aqualine Water Resources Abstracts Biotechnology and BioEngineering Abstracts Civil Engineering Abstracts Environmental Engineering Abstracts |
DatabaseTitleList | Civil Engineering Abstracts Technology Research Database Technology Research Database |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering Environmental Sciences Applied Sciences |
EISSN | 1943-7870 |
EndPage | 711 |
ExternalDocumentID | 308254379 10_1061__ASCE_0733_9372_2001_127_8_705 1088224 JOEEDU00012700000800070500000110_1061_ASCE_0733_9372_2001_127_8_705 |
GroupedDBID | -0O 02 08R 0O 0R 29K 4.4 4P2 4S 53G 5GY 8VB 9M8 A ABBOT ABDBF ABEFU ABFLS ABFSI ABPTK ACDCL ACIWK ACKIV ACNET ACPRK ACVYA ADKFC ADZKS AENEX AFDAS AFRAH AKVCP ALMA_UNASSIGNED_HOLDINGS ARCSS ARKUK ASUFR CS3 D-I E70 EAD EAP EAS EAU EBA EBR EBS EBU EDH EDO EJD EMI EMK EST ESX F5P G8K HZ H~9 I-F L7B O9- O~X P2P QWB RAC RXW S70 TAE TAF TH9 TN5 TUS VH1 WH7 X ZL0 ZY4 -~X .4S .DC 0R~ 6TJ AAELQ AAIKC AAMNW AAYOK ABTAH ADVLX AEMOZ AI. GQVBS HZ~ IQODW K1G ML. WHG XSW ~02 ~A~ AAYXX ALNAR CITATION 7ST C1K SOI 7QH 7T7 7TV 7UA 8FD FR3 P64 KR7 7SU |
ID | FETCH-LOGICAL-a500t-17abda25a52f0b2238fde0415d55027b5b5a213f302c4b2cd7a463be34d395bb3 |
ISSN | 0733-9372 |
IngestDate | Fri Aug 16 10:26:46 EDT 2024 Fri Aug 16 21:21:19 EDT 2024 Fri Aug 16 20:58:29 EDT 2024 Fri Aug 16 04:45:03 EDT 2024 Fri Aug 23 00:48:33 EDT 2024 Sun Oct 29 17:07:59 EDT 2023 Tue Jan 05 18:31:09 EST 2021 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 8 |
Keywords | Anaerobiosis Intermittent running Animal slurry Nitrogen compounds Liquid waste Biological purification Aeration Nitrification Denitrification Agricultural waste Waste water purification Performance Animal waste Rearing by-product |
Language | English |
License | CC BY 4.0 |
LinkModel | OpenURL |
MergedId | FETCHMERGED-LOGICAL-a500t-17abda25a52f0b2238fde0415d55027b5b5a213f302c4b2cd7a463be34d395bb3 |
Notes | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
PQID | 14583054 |
PQPubID | 23462 |
PageCount | 7 |
ParticipantIDs | proquest_miscellaneous_26863467 proquest_miscellaneous_26843969 proquest_miscellaneous_20710600 proquest_miscellaneous_14583054 crossref_primary_10_1061__ASCE_0733_9372_2001_127_8_705 pascalfrancis_primary_1088224 asce_journals_JOEEDU00012700000800070500000110_1061_ASCE_0733_9372_2001_127_8_705 |
ProviderPackageCode | ABBOT RAC ACNET ARKUK ADZKS -0O E70 |
PublicationCentury | 2000 |
PublicationDate | 2001-08-01 |
PublicationDateYYYYMMDD | 2001-08-01 |
PublicationDate_xml | – month: 08 year: 2001 text: 2001-08-01 day: 01 |
PublicationDecade | 2000 |
PublicationPlace | Reston, VA |
PublicationPlace_xml | – name: Reston, VA |
PublicationTitle | Journal of environmental engineering (New York, N.Y.) |
PublicationYear | 2001 |
Publisher | American Society of Civil Engineers |
Publisher_xml | – name: American Society of Civil Engineers |
References | e_1_2_1_6_2 e_1_2_1_7_2 e_1_2_1_4_2 e_1_2_1_5_2 e_1_2_1_2_2 e_1_2_1_11_2 e_1_2_1_22_2 e_1_2_1_3_2 e_1_2_1_12_2 e_1_2_1_20_2 e_1_2_1_1_2 e_1_2_1_10_2 e_1_2_1_21_2 e_1_2_1_15_2 e_1_2_1_16_2 e_1_2_1_13_2 e_1_2_1_14_2 e_1_2_1_19_2 e_1_2_1_8_2 e_1_2_1_17_2 e_1_2_1_9_2 e_1_2_1_18_2 |
References_xml | – ident: e_1_2_1_6_2 doi: 10.2166/wst.1994.0339 – ident: e_1_2_1_5_2 doi: 10.2166/wst.1994.0281 – ident: e_1_2_1_7_2 – ident: e_1_2_1_1_2 – ident: e_1_2_1_10_2 doi: 10.1016/S0043-1354(97)00004-3 – ident: e_1_2_1_17_2 – ident: e_1_2_1_22_2 – ident: e_1_2_1_3_2 – ident: e_1_2_1_16_2 – ident: e_1_2_1_21_2 doi: 10.1016/0043-1354(83)90249-X – ident: e_1_2_1_11_2 doi: 10.1080/03601239409372915 – ident: e_1_2_1_9_2 doi: 10.1016/0043-1354(94)00207-N – ident: e_1_2_1_4_2 doi: 10.1016/0269-7483(88)90102-4 – ident: e_1_2_1_13_2 – ident: e_1_2_1_14_2 doi: 10.1016/0043-1354(95)00153-C – ident: e_1_2_1_2_2 – ident: e_1_2_1_15_2 – ident: e_1_2_1_8_2 doi: 10.2166/wst.1996.0364 – ident: e_1_2_1_18_2 – ident: e_1_2_1_19_2 doi: 10.1016/0043-1354(91)90116-8 – ident: e_1_2_1_12_2 – ident: e_1_2_1_20_2 doi: 10.1016/0043-1354(83)90176-8 |
SSID | ssj0014697 |
Score | 1.8143859 |
Snippet | A continuous-flow intermittent aeration (IA) process has been studied for nitrogen removal from anaerobically digested swine wastewater with high ammonium... |
SourceID | proquest crossref pascalfrancis asce |
SourceType | Aggregation Database Index Database Publisher |
StartPage | 705 |
SubjectTerms | Aeration Agriculture, rearing and food industries wastes Ammonia Anaerobic processes Anaerobic treatment Applied sciences Bacteria Biological and medical sciences Biological treatment of waters Biotechnology Environment and pollution Environmental engineering Exact sciences and technology Fundamental and applied biological sciences. Psychology Industrial applications and implications. Economical aspects Nitrates Nitrification Nitrites Other wastewaters Pollution TECHNICAL PAPERS Wastes Wastewater Wastewater treatment Wastewaters Water treatment and pollution |
Title | Nitrification Denitrification in Intermittent Aeration Process for Swine Wastewater Treatment |
URI | http://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9372(2001)127:8(705) https://search.proquest.com/docview/14583054 https://search.proquest.com/docview/20710600 https://search.proquest.com/docview/26843969 https://search.proquest.com/docview/26863467 |
Volume | 127 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1bb9MwFLbKJiEQ4lKYKDDIA4j2IVsudi68tVuqrg9FiFUaD8iyG0eqNHXVkjKJX8VP5JxcXHcbHSBVUeTasZPvy_E5zvE5hLxPXTaTYOXYoI2ENp05zJaho2xQxt1ABiKiWRntcxKMpnR8xs5arV-G19KqkAezn7fuK_kfVKEMcMVdsv-ArL4oFMA54AtHQBiOf4XxZF5coqtP5aHhDUGGmCW4loHhIHDPflH6kqsa72W1PaD0McyvUNG8Ejkuo2HIRO17_gfF1dgbBwVqHdDwtsw-xkrD-KT_rY9rY6NkojN6DU4mIECnG4sPrnZ9Kwx_fxREtYspupDMf8zPdTRFc8Ux9H0btKFK-KpK3sbUt1FmbAjkKlpAzbzIEK-hw4yZOqzE9I1JAFQUeORwy_2vRwncpu4YirwyM0EMXQCU0Qf8zMuaJ7ERjPvaJKldF120STx6j-x6YczA3N_tD44HQ_3lilYJfXSf98nHekyHXRxPT__TxbH0YCSfoi6MogdKgcjRSjIUpEdLKBLnWZVk5Ya-UCpBp0_J45oEVr-i4jPSUos2eVJbMlY9T-Rt8tAIc9kme4nJGF3tOfm-QeDDa_S15vhb09dq6GvV9LWAvlZJX2tNX0vT9wWZDpPTo5Fd5_uwMS1HYbuhkKnwmGBe5kjQW6MsVRhCIgUz2gslk0x4rp_5jjej0puloaCBL5VPUz9mUvp7ZGdxsVAviZUGLItTMAayyKEUxFGWuioQGJNbAHyqQ77gs-b1y5zz8eckOZ42nhiVIQWzISvP3dJTI3A5AsgRQI4AYgpXl0MDHnGo2iFhAxxfVqFieNPwrpb7GzgbzUuydci7BncO0h8_6YmFuljlYLizCGbsLTU8tCHAqtlSI4jAKgnirTUCHzSqV3eM8zV5sBYSb8hOcblS-6CzF_Jt_Zr8Bq4B4zE |
link.rule.ids | 315,786,790,27957,27958 |
linkProvider | EBSCOhost |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Nitrification%2Fdenitrification+in+intermittent+aeration+process+for+swine+wastewater+treatment&rft.jtitle=Journal+of+environmental+engineering+%28New+York%2C+N.Y.%29&rft.au=JIAYANG+CHENG&rft.au=BIN+LIU&rft.date=2001-08-01&rft.pub=American+Society+of+Civil+Engineers&rft.issn=0733-9372&rft.eissn=1943-7870&rft.volume=127&rft.issue=8&rft.spage=705&rft.epage=711&rft_id=info:doi/10.1061%2F%28ASCE%290733-9372%282001%29127%3A8%28705%29&rft.externalDBID=n%2Fa&rft.externalDocID=1088224 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0733-9372&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0733-9372&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0733-9372&client=summon |