Development of a protocol to optimize electric power consumption and life cycle environmental impacts for operation of wastewater treatment plant
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Abstract
In wastewater treatment plants (WWTPs), the portion of operating costs related to electric power consumption is increasing. If the electric power consumption decreased, however, it would be difficult to comply with the effluent water quality requirements. A protocol was proposed to minimize the environmental impacts as well as to optimize the electric power consumption under the conditions needed to meet the effluent water quality standards in this study. This protocol was comprised of six phases of procedure and was tested using operating data from S-WWTP to prove its applicability. The 11 major operating variables were categorized into three groups using principal component analysis and K-mean cluster analysis. Life cycle assessment (LCA) was conducted for each group to deduce the optimal operating conditions for each operating state. Then, employing mathematical modeling, six improvement plans to reduce electric power consumption were deduced. The electric power consumptions for suggested plans were estimated using an artificial neural network. This was followed by a second round of LCA conducted on the plans. As a result, a set of optimized improvement plans were derived for each group that were able to optimize the electric power consumption and life cycle environmental impact, at the same time. Based on these test results, the WWTP operating management protocol presented in this study is deemed able to suggest optimal operating conditions under which power consumption can be optimized with minimal life cycle environmental impact, while allowing the plant to meet water quality requirements.
Keywords
Wastewater treatment plant Electric power consumption Multivariate statistical analysis Mathematical modeling Life cycle assessmentNomenclature
- A2/O
Anaerobic/anoxic/oxic process
- PAC
Poly-aluminum chloride (kg/day)
- SRT
Solids retention time (day)
- HRT
Hydraulic retention time (day)
- F/M ratio
Food to microorganism ratio
- MLSS
Mixed liquor suspended solids (mg/l)
- BOD
Biochemical oxygen demand (mg/l)
- TN
Total nitrogen (mg/l)
- TP
Total phosphorus (mg/l)
- PCA
Principal component analysis
- KMCA
k-mean clustering analysis
- ANN
Artificial neural network
- Air
Air flow rate (m3/day)
- Qin
Influent flow rate (m3/day)
- Qras
Return sludge flow rate (m3/day)
- Qrasin
Inner return sludge flow rate (m3/day)
- Qfir
Waste sludge flow rate in primary settling tank (m3/day)
- Qsec
Waste sludge flow rate in secondary settling tank (m3/day)
- Cake
Dewatered sludge cake production (t/day)
- Qdi
Influent flow rate of digester (m3/day)
- Qdw
Influent flow rate of dewatering facility (m3/day)
- Qthic
Influent flow rate of centrifugal thickener (m3/day)
- Elec
Electric power (kWh/day)
Notes
Acknowledgments
This research was supported by the Korean Ministry of Environment and the Korean Environmental Industry and Technology Institute (KEITI) through the “The Eco-Innovation Project”. This work was also supported by the Brain Korea 21 Plus Project in the Division of Creative Low Impact Development and Management for Ocean Port City Infrastructures.
Supplementary material
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