An activated sludge model based on activated sludge model number 3 for full-scale wastewater treatment plant simulation

A modified model based on the activated sludge model no. 3 was established to simulate a full-scale municipal wastewater treatment plant in Shanghai, China. The activated sludge model no. 3 was modified to describe the simultaneous storage and growth processes occurring in activated sludge systems u...

Ausführliche Beschreibung

Bibliographische Detailangaben
Veröffentlicht in:Environmental technology. - 1998. - 30(2009), 7 vom: 21. Juni, Seite 641-9
1. Verfasser: Fan, Ji (VerfasserIn)
Weitere Verfasser: Lu, Shu-Guang, Qiu, Zhao-fu, Wang, Xiao-Xia, Li, Wen-Zhen
Format: Online-Aufsatz
Sprache:English
Veröffentlicht: 2009
Zugriff auf das übergeordnete Werk:Environmental technology
Schlagworte:Journal Article Research Support, Non-U.S. Gov't Sewage Oxygen S88TT14065
LEADER 01000caa a22002652 4500
001 NLM19090562X
003 DE-627
005 20250210173644.0
007 cr uuu---uuuuu
008 231223s2009 xx |||||o 00| ||eng c
024 7 |a 10.1080/09593330902850408  |2 doi 
028 5 2 |a pubmed25n0636.xml 
035 |a (DE-627)NLM19090562X 
035 |a (NLM)19705601 
040 |a DE-627  |b ger  |c DE-627  |e rakwb 
041 |a eng 
100 1 |a Fan, Ji  |e verfasserin  |4 aut 
245 1 3 |a An activated sludge model based on activated sludge model number 3 for full-scale wastewater treatment plant simulation 
264 1 |c 2009 
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 06.10.2009 
500 |a Date Revised 21.11.2013 
500 |a published: Print 
500 |a Citation Status MEDLINE 
520 |a A modified model based on the activated sludge model no. 3 was established to simulate a full-scale municipal wastewater treatment plant in Shanghai, China. The activated sludge model no. 3 was modified to describe the simultaneous storage and growth processes occurring in activated sludge systems under aerobic and anoxic conditions. The mechanism of soluble microbial product formation and degradation by microorganisms was considered in this proposed model. Three months simulation was conducted including soluble chemical oxygen demand, NH4(+)-N, NO(X)(-)-N and T-N parameters, and compared with measured data from the Quyang wastewater treatment plant. Results indicated that the calculated effluent chemical oxygen demand and NH4(+)-N using this proposed model were in good agreement with the measured data. Results also showed that besides inert soluble organic matter contributing to the effluent chemical oxygen demand, soluble microbial products played an important part in the effluent chemical oxygen demand and, therefore, demonstrated that these products composed an important portion of effluent soluble chemical oxygen demand in wastewater treatment plants and should not be neglected 
650 4 |a Journal Article 
650 4 |a Research Support, Non-U.S. Gov't 
650 7 |a Sewage  |2 NLM 
650 7 |a Oxygen  |2 NLM 
650 7 |a S88TT14065  |2 NLM 
700 1 |a Lu, Shu-Guang  |e verfasserin  |4 aut 
700 1 |a Qiu, Zhao-fu  |e verfasserin  |4 aut 
700 1 |a Wang, Xiao-Xia  |e verfasserin  |4 aut 
700 1 |a Li, Wen-Zhen  |e verfasserin  |4 aut 
773 0 8 |i Enthalten in  |t Environmental technology  |d 1998  |g 30(2009), 7 vom: 21. Juni, Seite 641-9  |w (DE-627)NLM098202545  |x 0959-3330  |7 nnns 
773 1 8 |g volume:30  |g year:2009  |g number:7  |g day:21  |g month:06  |g pages:641-9 
856 4 0 |u http://dx.doi.org/10.1080/09593330902850408  |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 30  |j 2009  |e 7  |b 21  |c 06  |h 641-9