Effects of quantitative shock loadings on the constant recycle sludge concentration activated sludge process

AuthorWong, Yiu Ki
Call NumberAIT Thesis no. 880
Subject(s)Sewage|--Purification--Activated sludge process
Factory and trade waste
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Science of the Asian Institute of Technology, Bangkok, Thailand
PublisherAsian Institute of Technology
AbstractThe reliability of the new model (RAMANATHAN and GAUDY model) for completely mixed activated sludge treatment holding the recycle cell concentration XR as a system constant, with respect to step changes in hydraulic retention time was investigated. The experiments were r un at initial dilution rates of 1/8, 1/6, 1/4 and 1/2 hr-i . The influent substrate concentration was maintained at 1000 mg/l COD and the hydraulic recycle ratio 0.3. The recycle sludge concentration was about 7000 mg/l. It was found that the steady state results obtained were comparable with that of DURA (1975) operated under the same conditions. The system can accommodate hydraulic shock loads up to 200% positive changes and down to 50% negative changes without disrupting the effluent quality. Shorter retention time (in the range studied, D = 1/8, 1/6, 1/4 hr-i) has the advantage of shorter response time with respect to the response of biological solids. Formulae for the evaluation of transient values of specific growth rate (µ) and cell yield (Y) were derived. However, while they can be used to observe the pattern of changes of µ and Y they did not give the true transient values. The variations of µ and Y during the transient period make prediction of biological solids (X) and substrate level (S) difficult.
Year1975
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Yang, Yi Ping
Scholarship Donor(s)Government of Canada
DegreeThesis (M.Sc.) - Asian Institute of Technology, 1975


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