TY - JOUR
T1 - The performance of ammonia nitrogen removal by using membrane-aerated biofdm reactor as domestic wastewater treatment
AU - Driantami, Kanty
AU - Mursidik, Setyo Sarwanto
N1 - Publisher Copyright:
© Medwell Journals, 2017.
PY - 2017
Y1 - 2017
N2 - High concentration of NH3-N in wastewater discharges from sewage treatment plant can cause eutrophication of the surface water that has the negative impacts for aquatic ecosystems. Membrane-Aerated Biofilm Reactor (MABR) has been proposed as a wastewater technology to reduce NH3-N concentration in domestic wastewater. This study observed the performance of NH3-N removal in domestic wastewater using MABR. Domestic wastewater contains concentration of NH3-N from 73-104.8 mg/L (0.12-0.24 kg NH3-N/m3.d) and COD from 332-468 mg/L (0.56-1.05 kg COD/m3d). MABR was supplied by oxygen at the pressure of 20 kPa and study performed for 3 Hydraulic loading rate (HRT) variations which were 8, 10 and 12 h. After 33 days of running, the result showed COD/N ratio were about 3.9-5.72 with maximum efficiency of COD and NH3-N removal occurred when HRT 12 h, reached 88 and 89.58%, respectively. This indicated that NH3-N could remove by MABRat low COD/N ratio. Furthermore, autotrophs bacteria that responsible for oxidized NH3-N to NO2- and NO3- have slower growth rates compared with heterotrophs bacteria. Thus, longer HRT provided benefit for nitrification process and high NH3-N removal efficiency has been achieved.
AB - High concentration of NH3-N in wastewater discharges from sewage treatment plant can cause eutrophication of the surface water that has the negative impacts for aquatic ecosystems. Membrane-Aerated Biofilm Reactor (MABR) has been proposed as a wastewater technology to reduce NH3-N concentration in domestic wastewater. This study observed the performance of NH3-N removal in domestic wastewater using MABR. Domestic wastewater contains concentration of NH3-N from 73-104.8 mg/L (0.12-0.24 kg NH3-N/m3.d) and COD from 332-468 mg/L (0.56-1.05 kg COD/m3d). MABR was supplied by oxygen at the pressure of 20 kPa and study performed for 3 Hydraulic loading rate (HRT) variations which were 8, 10 and 12 h. After 33 days of running, the result showed COD/N ratio were about 3.9-5.72 with maximum efficiency of COD and NH3-N removal occurred when HRT 12 h, reached 88 and 89.58%, respectively. This indicated that NH3-N could remove by MABRat low COD/N ratio. Furthermore, autotrophs bacteria that responsible for oxidized NH3-N to NO2- and NO3- have slower growth rates compared with heterotrophs bacteria. Thus, longer HRT provided benefit for nitrification process and high NH3-N removal efficiency has been achieved.
KW - Ammonia nitrogen removal
KW - Autotrophs bacteria
KW - Domestic wastewater
KW - Hydraulic retention time
KW - Indonesia
KW - Membrane aerated biofilm reactor
UR - http://www.scopus.com/inward/record.url?scp=85047882347&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:85047882347
SN - 1816-949X
VL - 12
SP - 4759
EP - 4764
JO - Journal of Engineering and Applied Sciences
JF - Journal of Engineering and Applied Sciences
IS - 18
ER -