Anaerobic lagoon treatment of septage

By: Call Number: AIT Thesis no.EV-86-15 Contributor(s): Material type: SeriesSeries: Asian Institute of Technology. Thesis ; no. EV-86-15Publication details: Bangkok : Asian Institute of Technology, 1986Description: 72 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology. 1986 Summary: Pilot and laboratory scale experiments were carried out under ambient conditions to investigate the design criteria for septage anaerobic lagoon systems. Septage was fed manually to the anaerobic lagoons using hydraulic detention times of 1, 3, 5, 10, 20 days. The performance of the lagoons in terms of the physical, chemical and biological characteristics of the effluent obtained were evaluated. The experimental results revealed that an 87 % COD (89 % BOD) removal efficiency at the volumetric loading about 3720 kg COD/1000m3{u2022} d could be achieved.
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22-AIT Thesis (Replacement) Asian Institute of Technology Library AIT Publications AIT Thesis no.EV-86-15 (Browse shelf(Opens below)) 3 Available 30050120749956
40-Archives Asian Institute of Technology Library Archives AIT Thesis no.EV-86-15 (Browse shelf(Opens below)) Available 30050120224034
20-AIT Publication Asian Institute of Technology Library AIT Publications AIT Thesis no.EV-86-15 (Browse shelf(Opens below)) 1 Available 30050121074115

A research study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development

Thesis (M.Eng.) - Asian Institute of Technology. 1986

Pilot and laboratory scale experiments were carried out under ambient conditions to investigate the design criteria for septage anaerobic lagoon systems. Septage was fed manually to the anaerobic lagoons using hydraulic detention times of 1, 3, 5, 10, 20 days. The performance of the lagoons in terms of the physical, chemical and biological characteristics of the effluent obtained were evaluated. The experimental results revealed that an 87 % COD (89 % BOD) removal efficiency at the volumetric loading about 3720 kg COD/1000m3{u2022} d could be achieved.

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