Effluent carbonaceous biochemical oxygen demand (CBOD) characterization for modern pulp and paper facilities

Author:

Palumbo J. E.1,Brown L. C.2,Maltby C. V.3,Eppstein L.3

Affiliation:

1. National Council for Air and Stream Improvement, 600 Suffolk Street, Lowell, MA 01854, USA E-mail: jpalumbo@ncasi.org

2. Department of Civil and Environmental Engineering, Tufts University, Medford, MA 02155, USA E-mail: linfield.brown@tufts.edu

3. National Council for Air and Stream Improvement, Western Michigan University, 4601 Campus Drive, A-114 Engineering Building, Kalamazoo, MI 49008, USA E-mail: van.maltby@wmich.edu; laurel.eppstein@wmich.edu

Abstract

As receiving water quality models are being used to address dissolved oxygen issues requiring an increased degree of resolution, a more refined characterization of effluent CBOD can become an important aspect of the analysis. The selection and use of kinetic models to identify effluent specific parameters can have a significant impact on this characterization. This study modeled effluents from six pulp and paper facilities in order to reassess the kinetic models, the data, and experimental design used for a typical effluent characterization. The dual first order model fit these effluents with significantly less error than the traditional first order model suggesting a significant fraction of the CBOD is slowly degradable. Because the dual first order model produces a more refined characterization of CBOD kinetics than the first order model, it places an increased demand upon the data used to inform the parameter estimates. Therefore, analysis of the precision of the parameter estimates and methods for improving estimation precision via experimental design are also discussed.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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