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Maximizing net energy production in municipal wastewater treatment

Thesis/Dissertation ·
OSTI ID:5397528
A steady state mathematical model was developed to analyze the energy requirements and production for a municipal wastewater treatment facility. The modeled processes included primary treatment, secondary treatment with conventional activated sludge or plastic media trickling filtration, gravity or dissolved air flotation thickening and anaerobic digestion. The energy content of the methane generated by the digester was compared with the energy required by individual unit processes and general facility pumping demands. The sensitivity of the process variables was determined by varying input data values from a baseline condition and comparing net energy production. The verified model was used to determine the combination of processes and operating conditions that result in the maximum net energy production for the facility. Secondary sludge thickening was shown to be an essential element for energy-efficient design. Plastic media trickling filters generally resulted in higher net energy production than the activated sludge process, with filter effluent recycle preferred over clarifier supernatant recycle. The benefits of operating the digester at low temperature (20/sup 0/C) and in the anaerobic contact mode were demonstrated. The energy recovered from the digester gas must exceed 50% for energy self-sufficiency to be feasible.
Research Organization:
Lehigh Univ., Bethlehem, PA (USA)
OSTI ID:
5397528
Country of Publication:
United States
Language:
English