The efficiency of a membrane bioreactor in drinking water denitrification /
The membrane bioreactor (MBR) system was investigated regarding its nitrate removal capacity from drinking water. The performance of a pilot-scale MBR was tested, depending on the operational parameters, using sucrose as a carbon source. Drinking water from the source was introduced into the reactor...
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Format: | Book Chapter |
Jezik: | English |
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Chemical industry & chemical engineering quarterly |
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LEADER | 01992naa a2200241 ib4500 | ||
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001 | 18019350 | ||
003 | SI-MaCOB | ||
005 | 20150615000000.0 | ||
008 | 140819s2015 rb |||||||||||||| ||eng c | ||
024 | 7 | 1 | |a 10.2298/CICEQ131129026P |2 doi |
040 | |a KTFMB |b slv |c SI-MaIIZ |d KTFMB |e ppiak | ||
041 | 0 | |a eng |b eng | |
080 | |a 66 |2 UDCMRF 2011 | ||
100 | 1 | |a Petrovič, Aleksandra, |c kemija. |4 aut | |
245 | 0 | 0 | |a The efficiency of a membrane bioreactor in drinking water denitrification / |c Aleksandra Petrovič, Marjana Simonič. |
300 | |a str. 269-275. | ||
504 | |a Bibliografija: str. 274. | ||
504 | |a Abstract. | ||
520 | |a The membrane bioreactor (MBR) system was investigated regarding its nitrate removal capacity from drinking water. The performance of a pilot-scale MBR was tested, depending on the operational parameters, using sucrose as a carbon source. Drinking water from the source was introduced into the reactor in order to study the influence of flow-rate on the nitrate removal and denitrification efficiency of drinking water. The content of the nitrate was around 70 mg/L and the C/N ratio was 3:1. Nitrate removal efficiencies above 90% were obtained by flow-rates lower than 4.8 L/h. The specific denitrification rates varied between 0.02 and 0.16 g/L NO3/ (g/L MLSS.d). The efficiencies and nitrate removal were noticeably affected by the flow-rate and hydraulic retention times. At the maximum flow-rate of 10.2 L/h still 68% of the nitrate had been removed, whilst the highest specific denitrification rate was achieved at 0.2738 g/L NO3/ (g/L) MLSS.d). The maximum reactor removal capacity was calculated at 8.75 g NO3/m3.h. | ||
653 | 0 | |a pitna voda |a membranski reaktorji | |
653 | 0 | |a capacity |a denitrification |a drinking water |a efficiency |a membrane bioreactor |a sucrose | |
700 | 1 | 2 | |a Simonič, Marjana. |4 aut |
773 | 0 | |t Chemical industry & chemical engineering quarterly |d Beograd : Association of Chemical Engineers, 2005- |x 1451-9372 |g Vol. 21, no 2 (2015), str. 269-275 |