Optimal Design of Wastewater Treatment Systems by Enumeration

by Gene F. Parkin, Grad. Student; Sanitary Engrg., Stanford Univ., Stanford, CA,
Richard R. Dague, Sr. Consultant in Envir. Res. and Systems Planning; Henningson, Durham & Richardson, Omaha, NE,

Serial Information: Journal of the Sanitary Engineering Division, 1972, Vol. 98, Issue 6, Pg. 833-851

Document Type: Journal Paper

Discussion: French Jonathan A. (See full record)
Discussion: Khanna P. (See full record)
Discussion: Boonyakachon Kach (See full record)
Discussion: Lawrence Alonzo W. (See full record)
Discussion: Erickson Larry E. (See full record)
Closure: (See full record)

Abstract: Wastewater treatment systems were designed to achieve specific requirements at least cost. The trend is to design the most efficient processes. An enumerative mathematical model was used to evaluate two common treatment systems. The model provided designs based on standard criteria and evaluated costs using published equations. It was found that mixed liquors suspended solid (MLSS) levels in activated sludge systems should be 3,000 mg/l. For primary settling tanks preceding activated sludge, the computer always selected the least efficient unit, in terms of BOD and suspended solids removals. Anaerobic digesters were selected over aerobic digesters in all optimal designs, but the cost difference was small. The model is limited by the alternatives considered, the design criteria selected and the constraints imposed, but provides insight into the effects of common design decisions.

Subject Headings: Wastewater treatment | Mathematical models | Turbidity | Solid mechanics | Activated sludge | Anaerobic processes | Mathematics | Sedimentation tanks |

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