TY - JOUR
T1 - Nationwide Assessment of Sludge Production of Wastewater Treatment Plants in China
AU - Lu, Xinyu
AU - He, Yan
AU - Zhang, Lu
AU - Huang, Minsheng
AU - Zhu, Yishuang
AU - Wang, Guohua
AU - Zou, Weiguo
AU - Wang, Pan
N1 - Publisher Copyright:
© Copyright 2019, Mary Ann Liebert, Inc., publishers 2019.
PY - 2019/2
Y1 - 2019/2
N2 - Sludge handling is becoming one of the bottlenecks in dealing with wastewater treatment plants (WWTPs) management issues. A comprehensive nationwide WWTPs investigation program was performed to analyze the key design parameters (scale, treatment process, and effluent standard), chemical oxygen demands (COD) reduction, and geographical distribution of WWTPs in terms of sludge production. It was found that integrated effects of key factors on sludge production should be given full consideration. To achieve the minimal unit sludge production, membrane bioreactor can be the best candidate (0.390 kg/m3). Besides MBR, biological filter is the best option for small- and large-scale WWTPs (<5 × 104 m3/day and 10-20 × 104 m3/day), whereas sequencing batch reactor is suitable for medium-scale and super large-scale WWTPs (5-10 × 104 m3/day and >20 × 104 m3/day) and oxidation ditch is not fit for large-scale WWTPs (10 × 104 m3/day to 20 × 104 m3/day). Comparatively, the effects of WWTP treatment process on unit sludge yield prevail over those of effluent discharge norm. In general, there was a marked positive correlation between COD reduction and sludge production. Additionally, unit WWTPs sludge production per COD reduction was summarized systematically. The present work will assist in understanding of how and to what extent key factors are incorporated in design guidelines and also help decision makers and engineers construct and upgrade WWTPs in the best possible way.
AB - Sludge handling is becoming one of the bottlenecks in dealing with wastewater treatment plants (WWTPs) management issues. A comprehensive nationwide WWTPs investigation program was performed to analyze the key design parameters (scale, treatment process, and effluent standard), chemical oxygen demands (COD) reduction, and geographical distribution of WWTPs in terms of sludge production. It was found that integrated effects of key factors on sludge production should be given full consideration. To achieve the minimal unit sludge production, membrane bioreactor can be the best candidate (0.390 kg/m3). Besides MBR, biological filter is the best option for small- and large-scale WWTPs (<5 × 104 m3/day and 10-20 × 104 m3/day), whereas sequencing batch reactor is suitable for medium-scale and super large-scale WWTPs (5-10 × 104 m3/day and >20 × 104 m3/day) and oxidation ditch is not fit for large-scale WWTPs (10 × 104 m3/day to 20 × 104 m3/day). Comparatively, the effects of WWTP treatment process on unit sludge yield prevail over those of effluent discharge norm. In general, there was a marked positive correlation between COD reduction and sludge production. Additionally, unit WWTPs sludge production per COD reduction was summarized systematically. The present work will assist in understanding of how and to what extent key factors are incorporated in design guidelines and also help decision makers and engineers construct and upgrade WWTPs in the best possible way.
KW - COD reduction
KW - design parameters
KW - geographical distribution
KW - sludge production
KW - wastewater treatment plants
UR - https://www.scopus.com/pages/publications/85061100966
U2 - 10.1089/ees.2018.0299
DO - 10.1089/ees.2018.0299
M3 - 文章
AN - SCOPUS:85061100966
SN - 1092-8758
VL - 36
SP - 249
EP - 256
JO - Environmental Engineering Science
JF - Environmental Engineering Science
IS - 2
ER -