|
|
|
|
LEADER |
01000naa a22002652 4500 |
001 |
NLM29361248X |
003 |
DE-627 |
005 |
20231225075708.0 |
007 |
cr uuu---uuuuu |
008 |
231225s2019 xx |||||o 00| ||eng c |
024 |
7 |
|
|a 10.1002/wer.1005
|2 doi
|
028 |
5 |
2 |
|a pubmed24n0978.xml
|
035 |
|
|
|a (DE-627)NLM29361248X
|
035 |
|
|
|a (NLM)30735299
|
040 |
|
|
|a DE-627
|b ger
|c DE-627
|e rakwb
|
041 |
|
|
|a eng
|
100 |
1 |
|
|a Badia, Ahmed
|e verfasserin
|4 aut
|
245 |
1 |
0 |
|a Effect of COD/N ratio on denitrification from nitrite
|
264 |
|
1 |
|c 2019
|
336 |
|
|
|a Text
|b txt
|2 rdacontent
|
337 |
|
|
|a ƒaComputermedien
|b c
|2 rdamedia
|
338 |
|
|
|a ƒa Online-Ressource
|b cr
|2 rdacarrier
|
500 |
|
|
|a Date Completed 24.06.2019
|
500 |
|
|
|a Date Revised 07.12.2022
|
500 |
|
|
|a published: Print
|
500 |
|
|
|a Citation Status MEDLINE
|
520 |
|
|
|a © 2018 Water Environment Federation.
|
520 |
|
|
|a The objective of this study was to investigate dynamic specific denitrification rates (SDNRs) from nitrite at various chemical oxygen demand (COD)/nitrogen (N) ratios using municipal wastewater (MWW). A sequencing batch reactor (SBR) continuously fed with primary effluent and nitrite solution was operated at hydraulic retention time of 8.4 hr and solids retention time of 26-30 days for 3 months. Influent MWW characteristics varied significantly during the study, that is, 200-810 mgCOD/L and 6-80 mgN/L. The SDNRs from the SBR were compared with those determined in four batch reactors using acetate. The SDNR was directly related to COD/N until a maximum SDNR (mgNO2 -N/mgVSS/day) of 0.07 for MWW and 0.4 for acetate occurred at COD/N ratios of 6 and 13, respectively; beyond this COD/N ratio, SDNR decreased. The biomass yield coefficients (mgVSS/mgCOD) were 0.33 for MWW and 0.51 for acetate. The relationships of SDNR with COD/N and F/M ratios were developed. PRACTITIONER POINTS: The optimum carbon dose for denitrification should be determined using acclimatized biomass. Each carbon source should only be dosed at an optimum that maximizes denitrification
|
650 |
|
4 |
|a Journal Article
|
650 |
|
4 |
|a COD/N ratio
|
650 |
|
4 |
|a external carbon source
|
650 |
|
4 |
|a municipal wastewater
|
650 |
|
4 |
|a nitrite
|
650 |
|
4 |
|a predenitrification
|
650 |
|
4 |
|a specific denitrification rate
|
650 |
|
7 |
|a Nitrites
|2 NLM
|
650 |
|
7 |
|a Waste Water
|2 NLM
|
650 |
|
7 |
|a Nitrogen
|2 NLM
|
650 |
|
7 |
|a N762921K75
|2 NLM
|
700 |
1 |
|
|a Kim, Mingu
|e verfasserin
|4 aut
|
700 |
1 |
|
|a Nakhla, George
|e verfasserin
|4 aut
|
700 |
1 |
|
|a Ray, Madhumita B
|e verfasserin
|4 aut
|
773 |
0 |
8 |
|i Enthalten in
|t Water environment research : a research publication of the Water Environment Federation
|d 1998
|g 91(2019), 2 vom: 01. Feb., Seite 119-131
|w (DE-627)NLM098214292
|x 1554-7531
|7 nnns
|
773 |
1 |
8 |
|g volume:91
|g year:2019
|g number:2
|g day:01
|g month:02
|g pages:119-131
|
856 |
4 |
0 |
|u http://dx.doi.org/10.1002/wer.1005
|3 Volltext
|
912 |
|
|
|a GBV_USEFLAG_A
|
912 |
|
|
|a SYSFLAG_A
|
912 |
|
|
|a GBV_NLM
|
912 |
|
|
|a GBV_ILN_350
|
951 |
|
|
|a AR
|
952 |
|
|
|d 91
|j 2019
|e 2
|b 01
|c 02
|h 119-131
|