2019
DOI: 10.3390/en12061013
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Evaluation of the Nitrous Oxide Emission Reduction Potential of an Aerobic Bioreactor Packed with Carbon Fibres for Swine Wastewater Treatment

Abstract: Nitrous oxide (N 2 O) is a potent greenhouse gas that is emitted from wastewater treatment plants. To reduce emissions of N 2 O from swine wastewater treatment plants, we constructed an experimental aerobic bioreactor packed with carbon fibres (ca. 1 m 3 bioreactor) as an alternative to conventional activated sludge treatment. The N 2 O emission factor for the aerobic bioreactor packed with carbon fibres (CF) was 0.002 g N 2 O-N/g TN-load and the value for the typical activated sludge (AS) reactor was 0.013 g … Show more

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Cited by 13 publications
(6 citation statements)
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“…The results for shear strength in the filter cake system, when compared with the vinasse system, agree with others in the literature on incorporation of organic fibers for the improvement of soil shear strength, as observed in Prabakar & Sridhar [48]. These authors obtained good results in the increase of soil resistance with the incorporation of up to 0.75% of sisal fibers in the soil matrix [49][50][51][52].…”
Section: Reactions Of Direct Shear Strength Of the Ultisols Under Dif...supporting
confidence: 88%
“…The results for shear strength in the filter cake system, when compared with the vinasse system, agree with others in the literature on incorporation of organic fibers for the improvement of soil shear strength, as observed in Prabakar & Sridhar [48]. These authors obtained good results in the increase of soil resistance with the incorporation of up to 0.75% of sisal fibers in the soil matrix [49][50][51][52].…”
Section: Reactions Of Direct Shear Strength Of the Ultisols Under Dif...supporting
confidence: 88%
“…The N 2 O emission reduction potential was evaluated using an aerobic bioreactor packed with carbon fibers (Yamashita et al., 2019). More than 80% reduction in N 2 O emission was observed with emission factors decreased from 0.04 to 0.005 g N 2 O‐N/g TN‐load following application of the carbon fiber carrier in an actual facility treating swine wastewater.…”
Section: Biological Odor/emissions Control Methodsmentioning
confidence: 99%
“…defined by the controls (30), minimizing the objective function (35), while meeting the constraints (37-43). For the j-th oxygen chamber (j = {1, 2}) the discretized model of oxygen concentration in the j-th oxygen chamber is described by the dependences:…”
Section: Model Of the Subsystem For Oxygen Concentration Control-thre...mentioning
confidence: 99%
“…The manipulating variables are flow rates (internal, external recirculation, recirculation of air to oxygen chambers, and excess sludge removal, dosing of reagents), (Figure 6). The degree of the removal of nitrogen compounds is determined by the ratio of wastewater recirculation from the oxygen chamber to the anoxic one, i.e., the rise of the degree of recirculation results in the rise of removal efficiency of nitrogen compounds [30,31]. The control of the recirculated wastewater and sludge streams depends on the volume of raw sewage stream at the inlet and on the pollution load.…”
Section: Model Of the Subsystem For Internal Recirculation Control-th...mentioning
confidence: 99%