2013
DOI: 10.3390/su6010112
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Pilot Experimentation with Complete Mixing Anoxic Reactors to Improve Sewage Denitrification in Treatment Plants in Small Communities

Abstract: This paper reports the results of two sewage treatment tests in a community of 15,000 inhabitants. The sewage treatment plant is subject to strong fluctuations in load (BOD 5 , COD, TKN), and in particular in the BOD 5 /TKN ratio. These fluctuations adversely affect the biological denitrification, as demonstrated by many pilot and real-scale plants. The plants we tested were subjected to two treatment types: anoxic-aerobic and simultaneous denitrification. Both processes are designed for complete mixing condit… Show more

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Cited by 20 publications
(14 citation statements)
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“…However, the efficiency of conventional processes (i.e., based on extended aeration activated sludge and trickling filters) is significantly affected by fluctuations of either sewage quality or flow rate, which are generally higher the smaller the size of the community. The effects of these fluctuations on the loss in efficiency of the treatment process has been reported in several studies (e.g., [1,2]). This problem can be overcome with the use of natural biological processes characterized by high retention times, such as lagoons and constructed wetlands.…”
Section: Introductionmentioning
confidence: 90%
“…However, the efficiency of conventional processes (i.e., based on extended aeration activated sludge and trickling filters) is significantly affected by fluctuations of either sewage quality or flow rate, which are generally higher the smaller the size of the community. The effects of these fluctuations on the loss in efficiency of the treatment process has been reported in several studies (e.g., [1,2]). This problem can be overcome with the use of natural biological processes characterized by high retention times, such as lagoons and constructed wetlands.…”
Section: Introductionmentioning
confidence: 90%
“…At present, the plant serves seven municipalities with a total population equivalent of 175,000 inhabitants and a significant contribution from industrial activities (around 30% of the total inflow) [13,14]. The plant operates by means of a typical modified Ludzack-Ettinger pre-denitrification process [15][16][17][18], and some layout modifications are under study, also considering the application of new technologies in the future [19].…”
Section: Methodsmentioning
confidence: 99%
“… max,H and k s parameters have been calculated by minimizing the sum of the squares of the differences between the experimental and theoretical curves. Equation (18) has been used to calculate the maximum growth rate from experimental data [9]:…”
Section: Methodsmentioning
confidence: 99%
“…There are many applied research studies aimed at identifying new technologies for improving the existing WWTPs and their performance in terms of removal [31][32][33][34][35]; however, in this case we made simple and realistic assumptions starting from the current state of the WWTPs in the study area. We hypothesized making improvements only in large towns and cities, according to the rules listed below (RE: removal efficiency, c: collecting system): css2022 = css2001 + 30% and max(css2022) An alternative scenario (S1) provides for the extension of the sewage system coverage.…”
Section: Impacts On Water Quality and Possible Technological Responsesmentioning
confidence: 99%