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      The Sensitivity of a Specific Denitrification Rate under the Dissolved Oxygen Pressure

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          Abstract

          The biological denitrification process is extensively discussed in scientific literature. The process requires anoxic conditions, but the influence of residual dissolved oxygen ( DO) on the efficiency is not yet adequately documented. The present research aims to fill this gap by highlighting the effects of DO on the specific denitrification rate ( SDNR) and consequently on the efficiency of the process. SDNR at a temperature of 20 °C ( SDNR 20°C) is the parameter normally used for the sizing of the denitrification reactor in biological-activated sludge processes. A sensitivity analysis of SNDR 20°C to DO variations is developed. For this purpose, two of the main empirical models illustrated in the scientific literature are taken into consideration, with the addition of a deterministic third model proposed by the authors and validated by recent experimentations on several full-scale plants. In the first two models, SDNR 20°C is expressed as a function of the only variable food:microrganism ratio in denitrification ( F:M DEN ), while in the third one, the dependence on DO is made explicit. The sensitivity analysis highlights all the significant dependence of SDNR 20°C on DO characterized by a logarithmic decrease with a very pronounced gradient in correspondence with low DO concentrations. Moreover, the analysis demonstrates the relatively small influence of F:M DEN on the SDNR 20°C and on the correlation between SDNR 20°C and DO. The results confirm the great importance of minimizing DO and limiting, as much as possible, the transport of oxygen in the denitrification reactor through the incoming flows and mainly the mixed liquor recycle. Solutions to achieve this result in full-scale plants are reported.

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          Oxygenation of Ferrous Iron

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            Kinetics and product of ferrous iron oxygenation in aqueous systems

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              Wastewater Engineering – Treatment and Reuse

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                Author and article information

                Journal
                Int J Environ Res Public Health
                Int J Environ Res Public Health
                ijerph
                International Journal of Environmental Research and Public Health
                MDPI
                1661-7827
                1660-4601
                14 December 2020
                December 2020
                : 17
                : 24
                : 9366
                Affiliations
                [1 ]Civil Engineering, University of Pavia, 5, 27100 Pavia, Italy; massimo.raboni@ 123456gmail.com
                [2 ]Department of Civil and Environmental Engineering, University of Rome “LA Sapienza”, 18, 00184 Roma, Italy; paolo.viotti@ 123456uniroma1.it (P.V.); mariarosaria.boni@ 123456uniroma1.it (M.R.B.)
                [3 ]Department of Theoretical and Applied Sciences, Insubria University, 46, 21100 Varese, Italy; fabio.conti@ 123456uninsubria.it
                Author notes
                [* ]Correspondence: elena.rada@ 123456uninsubria.it ; Tel.: +39-0332-218-782
                Author information
                https://orcid.org/0000-0001-6879-6197
                https://orcid.org/0000-0003-0807-1826
                https://orcid.org/0000-0002-3950-2329
                https://orcid.org/0000-0001-6767-1595
                Article
                ijerph-17-09366
                10.3390/ijerph17249366
                7765053
                33327596
                ae297cbe-6396-479a-bb5f-4da80efb931e
                © 2020 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 21 October 2020
                : 10 December 2020
                Categories
                Article

                Public health
                activated sludge,biological model,biological process,denitrification,dissolved oxygen,nitrogen removal,specific denitrification rate

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