Estimation of GHG Emissions from Water Reclamation Plants in Beijing

  A procedure for estimating Greenhouse gas (GHG) emissions from a wastewater reclamation plant in Beijing was developed based on the process chain model. GHG emissions under two typical water reclamation treatment processes, the coagulation-sedimentation-filtration traditional process and advanced...

Ausführliche Beschreibung

Bibliographische Detailangaben
Veröffentlicht in:Water environment research : a research publication of the Water Environment Federation. - 1998. - 88(2016), 9 vom: 22., Seite 795-802
1. Verfasser: Fan, Yupeng (VerfasserIn)
Weitere Verfasser: Bai, Yanying, Jiao, Wentao
Format: Aufsatz
Sprache:English
Veröffentlicht: 2016
Zugriff auf das übergeordnete Werk:Water environment research : a research publication of the Water Environment Federation
Schlagworte:Journal Article Air Pollutants Biofuels Gases Waste Water
LEADER 01000caa a22002652 4500
001 NLM264557700
003 DE-627
005 20250220163754.0
007 tu
008 231224s2016 xx ||||| 00| ||eng c
028 5 2 |a pubmed25n0881.xml 
035 |a (DE-627)NLM264557700 
035 |a (NLM)27654078 
040 |a DE-627  |b ger  |c DE-627  |e rakwb 
041 |a eng 
100 1 |a Fan, Yupeng  |e verfasserin  |4 aut 
245 1 0 |a Estimation of GHG Emissions from Water Reclamation Plants in Beijing 
264 1 |c 2016 
336 |a Text  |b txt  |2 rdacontent 
337 |a ohne Hilfsmittel zu benutzen  |b n  |2 rdamedia 
338 |a Band  |b nc  |2 rdacarrier 
500 |a Date Completed 17.01.2017 
500 |a Date Revised 07.12.2022 
500 |a published: Print 
500 |a Citation Status MEDLINE 
520 |a   A procedure for estimating Greenhouse gas (GHG) emissions from a wastewater reclamation plant in Beijing was developed based on the process chain model. GHG emissions under two typical water reclamation treatment processes, the coagulation-sedimentation-filtration traditional process and advanced biological treatment process, were examined. The total on-site GHG emissions were estimated to be 0.0056 kg/m3 and 0.6765 kg/m3 respectively, while total off-site GHG emissions were estimated to be 0.3699 kg/m3 and 0.4816 kg/m3. The overall GHG emissions were 0.3755 kg/m3 under the type 1 treatment, which is much lower than that under the type 2 of 1.1581 kg/m3. Emissions from both processes were lower than that from the tap water production. Wastewater reclamation and reuse should be promoted as it not only saves the water resources but also can reduce the GHG emissions. Energy consumption was the most significant source of GHG emissions. Biogas recovery should be employed as it can significantly reduce the GHG emissions, especially under the type 2 treatment process. Considering the wastewater treatment and reclamation process as a whole, the type 2 treatment process has advantages in reducing the GHG emissions per unit of pollutant. This paper provides scientific basis for decision making 
650 4 |a Journal Article 
650 7 |a Air Pollutants  |2 NLM 
650 7 |a Biofuels  |2 NLM 
650 7 |a Gases  |2 NLM 
650 7 |a Waste Water  |2 NLM 
700 1 |a Bai, Yanying  |e verfasserin  |4 aut 
700 1 |a Jiao, Wentao  |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 88(2016), 9 vom: 22., Seite 795-802  |w (DE-627)NLM098214292  |x 1061-4303  |7 nnns 
773 1 8 |g volume:88  |g year:2016  |g number:9  |g day:22  |g pages:795-802 
912 |a GBV_USEFLAG_A 
912 |a SYSFLAG_A 
912 |a GBV_NLM 
912 |a GBV_ILN_350 
951 |a AR 
952 |d 88  |j 2016  |e 9  |b 22  |h 795-802