The effects of SRT, OLR and feed temperature on the performance of membrane bioreactor treating high strength municipal wastewater

被引:2
|
作者
Birima, Ahmed H. [2 ]
Noor, Megat Johari Megat Mohd [1 ]
Mohammed, Thamer A. [1 ]
Idris, Azni [3 ]
Muyibi, Suleyman A. [4 ]
Nagaoka, H. [5 ]
Ahmed, J.
Ghani, L. A. Abdul [3 ]
机构
[1] Univ Putra Malaysia, Dept Civil Engn, Serdang 43400, Malaysia
[2] Univ Tenaga Nas, Dept Civil Engn, Kajang 43009, Selangor, Malaysia
[3] Univ Putra Malaysia, Dept Chem & Environm Engn, Serdang 43400, Malaysia
[4] Int Islamic Univ Malaysia, Fac Engn, Dept Biotechnol Engn, Kuala Lumpur 53100, Malaysia
[5] Musashi Inst Technol, Tokyo 158, Japan
关键词
Membrane bioreactor; Synthetic wastewater; Organic loading rate; MLSS development; COD removal; NITROGEN REMOVAL; ACTIVATED-SLUDGE; NITRIFICATION;
D O I
10.5004/dwt.2009.720
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The effects, of sludge retention time (SRT), feed temperature (T-f) and organic loading rate (OLR) on submerged membrane bioreactor (SMBR) performance were studied using hollow fibers (nominal pore size 0.4 mu m) immersed in an aeration tank. A synthetic wastewater representative of high strength municipal wastewater was used in the study. Ten experimental runs were carried out using full factorial design with three factors and three levels (low, medium and high). These levels were 25, 30 and 35 days for SRT, 20, 30 and 40 degrees C for T-f and 1.73, 4.03 and 6.82 kg COD/m(3) d for OLR. Variation of OLR, SRT and T-f affected the biomass development significantly. The higher OLR trials resulted in higher MLVSS/MLSS ratio and also higher increasing rate of MLSS (d(MLSS)/(dt)). For the low level OLR trials MLVSS/MLSS ratio varied between 75.3 and 82.3% and d(MLSS)/(dt) from 87.5 to 297.3 mg/l.d, whereas, for the high OLR trials they varied between 80.4 and 83.7% and 1.355.4-2120.1 mg/l.d respectively. For the higher OLR, a higher aeration rate was applied to fulfill the DO demand. Therefore, for the low level OLR trials, the aeration rate and the DO were varied from 6 to 1.2 m(3)/m(2) membrane area per hour and from 3.7 to 5.7 mg/l, respectively, whilst for the high OLR trials they varied from 6 to 18 m(3)/m(2) membrane area/h and from 0.9 to 4.4 mg/l respectively. The permeate COD and NH3-N under different operating conditions varied from 0 to 32 mg/l, and from 0.004 to 0.856 mg/l, respectively. The interaction effects of SRT and T-f on COD removal efficiency was found to be insignificant. Increasing OLR did not affect COD removal. The optimum removal efficiency of ammonia nitrogen for the low and high strength wastewater was obtained at operating conditions of high SRT and low T-f The pH increased significantly in the aeration tank and the increase was well correlated with the feed pH (r(2) = 0.8336 for low OLR and 0.9106 for high OLR).
引用
收藏
页码:275 / 284
页数:10
相关论文
共 50 条
  • [1] Membrane fouling in a submerged membrane bioreactor treating high strength municipal wastewater
    Birima, Ahmed H.
    Mohammed, Thamer A.
    Noor, Megat Johari Megat Mohd
    Muyibi, Suleyman A.
    Idris, Azni
    Nagaoka, H.
    Ahmed, J.
    Ghani, L. A. Abdul
    [J]. DESALINATION AND WATER TREATMENT, 2009, 7 (1-3) : 267 - 274
  • [2] Influence of SRT and HRT on Bioprocess Performance in Anaerobic Membrane Bioreactors Treating Municipal Wastewater
    Dong, Qirong
    Parker, Wayne
    Dagnew, Martha
    [J]. WATER ENVIRONMENT RESEARCH, 2016, 88 (02) : 158 - 167
  • [3] Application of membrane bioreactor technology in treating high strength industrial wastewater: a performance review
    Mutamim, Noor Sabrina Ahmad
    Noor, Zainura Zainon
    Abu Hassan, Mohd Ariffin
    Olsson, Gustaf
    [J]. DESALINATION, 2012, 305 : 1 - 11
  • [4] Long term performance of membranes in an anaerobic membrane bioreactor treating municipal wastewater
    Dong, Qirong
    Parker, Wayne
    Dagnew, Martha
    [J]. CHEMOSPHERE, 2016, 144 : 249 - 256
  • [5] Performance of a hybrid membrane bioreactor treating a low strength and alkalinity wastewater
    Silva-Teira, Alvaro
    Ramon Vazquez-Padin, Jose
    Weiler, Rosa
    Fernandez-Gonzalez, Roberto
    Rogalla, Frank
    Manuel Garrido, Juan
    [J]. PROCESS BIOCHEMISTRY, 2018, 66 : 176 - 182
  • [6] Membrane bioreactor: Applications and limitations in treating high strength industrial wastewater
    Mutamim, Noor Sabrina Ahmad
    Noor, Zainura Zainon
    Abu Hassan, Mohd Ariffin
    Yuniarto, Adhi
    Olsson, Gustaf
    [J]. CHEMICAL ENGINEERING JOURNAL, 2013, 225 : 109 - 119
  • [7] Effects of Sludge Retention Time on the Performance of Anaerobic Ceramic Membrane Bioreactor Treating High-Strength Phenol Wastewater
    He, Chunhua
    Yang, Chuanhe
    Yuan, Shoujun
    Hu, Zhenhu
    Wang, Wei
    [J]. ARCHAEA-AN INTERNATIONAL MICROBIOLOGICAL JOURNAL, 2020, 2020
  • [8] Effect of upflow velocity on the performance of an inclined plate membrane bioreactor treating municipal wastewater
    Fontanos, P. M.
    Yamamoto, K.
    Nakajima, F.
    [J]. WATER SCIENCE AND TECHNOLOGY, 2011, 64 (05) : 1102 - 1107
  • [9] Evaluation of a Gravity Flow Membrane Bioreactor for Treating Municipal Wastewater
    Platten, William E., III
    Campo, Pablo
    Suidan, Makram T.
    Venosa, Albert D.
    [J]. WATER ENVIRONMENT RESEARCH, 2018, 90 (02) : 172 - 179
  • [10] The effect of organic loading on process performance and membrane fouling in a submerged membrane bioreactor treating municipal wastewater
    Trussell, R. Shane
    Merlo, Rion P.
    Hermanowicz, Slawomir W.
    Jenkins, David
    [J]. WATER RESEARCH, 2006, 40 (14) : 2675 - 2683