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      The effect of air supply on nitrogen removal using a biological filter proposed for ventilated pit latrines

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          Abstract

          Pit latrines are the most commonly used sanitation systems in many developing countries. Various researchers have reported elevated nitrate concentrations in groundwater in the vicinity of pit latrines and this could pose a serious health risk to the users of the water source. Faecal sludge from pit latrines contains high concentrations of nitrogen and organic matter (3-5 g·ℓ-1 N and 20-50 g·ℓ-1 COD); however, it is produced at a very low rate (1.5 ℓ·capita-1·d-1) relative to that of waterborne sewage systems. A pit latrine basically only confines the waste and no real treatment takes place. In this research the nitrogen was removed in a biological filter using a combination of nitrification and denitrification processes. The aim of this investigation was to determine the effect of air supplied at different rates, namely, 0, 0.3, 1.0 and 2.0 m³·h-1 N, on the biological filtration process. The application rate was 0.04 m³·m-2·d-1. More than 90% removal of nitrogen was observed at an air supply rate of 1.0 m³·h-1 N. At lower air supply rates nitrification was not complete. At an air supply rate of 2.0 m³·h-1 nitrogen removal was also approx. 90%, but the biological filter only became stable after about 2 months of operation, possibly due to desiccation of the biomass.

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          Most cited references38

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          Treatment processes for source-separated urine.

          The separate collection and treatment of urine has attracted considerable attention in the engineering community in the last few years and is seen as a viable option for enhancing the flexibility of wastewater treatment systems. This comprehensive review focuses on the status of current urine treatment processes and summarises the properties of collected urine. We distinguish between seven main purposes of urine-treatment processes: hygienisation (storage), volume reduction (evaporation, freeze-thaw, reverse osmosis), stabilisation (acidification, nitrification), P-recovery (struvite formation), N-recovery (ion-exchange, ammonia stripping, isobutylaldehyde-diurea (IBDU) precipitation), nutrient removal (anammox) and handling of micropollutants (electrodialysis, nanofiltration, ozonation). The review shows clearly that a wide range of technical options is available to treat collected urine effectively, but that none of these single options can accomplish all seven purposes. Depending on the overall goal of the treatment process, a specific technical solution or a combination of solutions can be found to meet the requirements. Such combinations are not discussed in this paper unless they are explicitly presented in the literature. Except for 'evaporation' and 'storage', none of the processes described have so far advanced beyond the laboratory stage. Considerable development work remains to be done to optimise urine-processing techniques in order to create marketable products.
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            Influence of aeration and sludge retention time on ammonium oxidation to nitrite and nitrate.

            Partial nitrification to nitrite was reported to be technically feasible and economically favourable, especially when wastewater with high ammonium concentrations or low C/N ratios are treated. Nitritation can be obtained by selectively inhibiting nitrite oxidizing microrganisms through appropriate regulation of the system's pH, temperature, and sludge retention time. In addition to already known methods, the work showed that aeration patterns may play a relevant role too. Nitrification tests were performed in two lab-scale reactors operated under continuous and intermittent aeration, respectively. In both plants, temperature was maintained at 32 degrees C and pH was regulated at 7.2 by providing external buffer capacity when needed. The results showed that partial nitrification to nitrite was steadily obtained under oxygen limitation, independent of the sludge age. Therefore, the aeration pattern is proposed as an alternative parameter to the sludge retention time for controlling ammonium oxidation to nitrite.
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              Standard methods for the examination of water and waste water

              (1995)
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                Author and article information

                Journal
                wsa
                Water SA
                Water SA
                Water Research Commission (WRC) (Pretoria, Gauteng, South Africa )
                0378-4738
                1816-7950
                July 2011
                : 37
                : 3
                : 281-288
                Affiliations
                [02] Pretoria orgnameTshwane University of Technology orgdiv1Department of Biotechnology and Food Technology South Africa
                [01] Pretoria orgnameTshwane University of Technology orgdiv1Department of Environment, Water and Earth Sciences South Africa
                Article
                S1816-79502011000300002 S1816-7950(11)03700302
                8e061957-1944-452a-93c2-79f927f226a0

                This work is licensed under a Creative Commons Attribution 4.0 International License.

                History
                : 21 April 2011
                : 02 October 2009
                Page count
                Figures: 0, Tables: 0, Equations: 0, References: 36, Pages: 8
                Product

                SciELO South Africa


                nitrification,biological filter,denitrification,High nitrogen concentrations

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