171 related articles for article (PubMed ID: 12697235)
1. Important operational parameters of membrane bioreactor-sludge disintegration (MBR-SD) system for zero excess sludge production.
Yoon SH
Water Res; 2003 Apr; 37(8):1921-31. PubMed ID: 12697235
[TBL] [Abstract][Full Text] [Related]
2. Critical operational parameters for zero sludge production in biological wastewater treatment processes combined with sludge disintegration.
Yoon SH; Lee S
Water Res; 2005 Sep; 39(15):3738-54. PubMed ID: 16061269
[TBL] [Abstract][Full Text] [Related]
3. Effects of chemical sludge disintegration on the performances of wastewater treatment by membrane bioreactor.
Oh YK; Lee KR; Ko KB; Yeom IT
Water Res; 2007 Jun; 41(12):2665-71. PubMed ID: 17451782
[TBL] [Abstract][Full Text] [Related]
4. The optimum operational condition of membrane bioreactor (MBR): cost estimation of aeration and sludge treatment.
Yoon SH; Kim HS; Yeom IT
Water Res; 2004 Jan; 38(1):37-46. PubMed ID: 14630101
[TBL] [Abstract][Full Text] [Related]
5. Modelling the biological performance of a side-stream membrane bioreactor using ASM1.
Tian KJ; Liu XA; Jiang T; Kennedy MD; Schippers JC; Vanrolleghem PA
J Environ Sci (China); 2004; 16(6):1020-3. PubMed ID: 15900742
[TBL] [Abstract][Full Text] [Related]
6. Calibrating a side-stream membrane bioreactor using Activated Sludge Model No. 1.
Jiang T; Liu X; Kennedy MD; Schippers JC; Vanrolleghem PA
Water Sci Technol; 2005; 52(10-11):359-67. PubMed ID: 16459810
[TBL] [Abstract][Full Text] [Related]
7. Performance of membrane bioreactor (MBR) system with sludge Fenton oxidation process for minimization of excess sludge production.
He MH; Wei CH
J Hazard Mater; 2010 Apr; 176(1-3):597-601. PubMed ID: 20034736
[TBL] [Abstract][Full Text] [Related]
8. Bench-scale study on zero excess activated sludge production process coupled with ozonation unit in membrane bioreactor.
Wang Z; Wang L; Wang BZ; Jiang YF; Liu S
J Environ Sci Health A Tox Hazard Subst Environ Eng; 2008 Sep; 43(11):1325-32. PubMed ID: 18642157
[TBL] [Abstract][Full Text] [Related]
9. Membrane bioreactors for final treatment of wastewater.
Galil NI; Sheindorf Ch; Stahl N; Tenenbaum A; Levinsky Y
Water Sci Technol; 2003; 48(8):103-10. PubMed ID: 14682576
[TBL] [Abstract][Full Text] [Related]
10. Characterization of sludge structure and activity in submerged membrane bioreactor.
Spérandio M; Masse A; Espinosa-Bouchot MC; Cabassud C
Water Sci Technol; 2005; 52(10-11):401-8. PubMed ID: 16459815
[TBL] [Abstract][Full Text] [Related]
11. New process for alleviation of membrane fouling of modified hybrid MBR system for advanced domestic wastewater treatment.
Shuo L; Baozhen W; Hongjun H; Yanping L
Water Sci Technol; 2008; 58(10):2059-66. PubMed ID: 19039188
[TBL] [Abstract][Full Text] [Related]
12. Effect of disintegrated sludge recycling on membrane permeability in a membrane bioreactor combined with a turbulent jet flow ozone contactor.
Hwang BK; Kim JH; Ahn CH; Lee CH; Song JY; Ra YH
Water Res; 2010 Mar; 44(6):1833-40. PubMed ID: 20092865
[TBL] [Abstract][Full Text] [Related]
13. Development of an integrated membrane process for water reclamation.
Lew CH; Hu JY; Song LF; Lee LY; Ong SL; Ng WJ; Seah H
Water Sci Technol; 2005; 51(6-7):455-63. PubMed ID: 16004008
[TBL] [Abstract][Full Text] [Related]
14. Physical characteristics of the sludge in a complete retention membrane bioreactor.
Pollice A; Giordano C; Laera G; Saturno D; Mininni G
Water Res; 2007 Apr; 41(8):1832-40. PubMed ID: 17324447
[TBL] [Abstract][Full Text] [Related]
15. Membrane bioreactor operation at short solids retention times: performance and biomass characteristics.
Ng HY; Hermanowicz SW
Water Res; 2005 Mar; 39(6):981-92. PubMed ID: 15766953
[TBL] [Abstract][Full Text] [Related]
16. Membranebioreactor with external membranes.
Jonkers C; Carrette R; De Lathouwer J; Thoeye C
Meded Rijksuniv Gent Fak Landbouwkd Toegep Biol Wet; 2001; 66(3a):87-93. PubMed ID: 15954567
[TBL] [Abstract][Full Text] [Related]
17. Use of lysis and recycle to control excess sludge production in activated sludge treatment: bench scale study and effect of chlorinated organic compounds.
Nolasco MA; Campos AL; Springer AM; Pires EC
Water Sci Technol; 2002; 46(10):55-61. PubMed ID: 12479453
[TBL] [Abstract][Full Text] [Related]
18. Process efficiency and microbial monitoring in MBR (membrane bioreactor) and CASP (conventional activated sludge process) treatment of tannery wastewater.
Munz G; Gualtiero M; Salvadori L; Claudia B; Claudio L
Bioresour Technol; 2008 Dec; 99(18):8559-64. PubMed ID: 18499451
[TBL] [Abstract][Full Text] [Related]
19. Optimal sludge retention time for a bench scale MBR treating municipal sewage.
Pollice A; Laera G; Saturno D; Giordano C; Sandulli R
Water Sci Technol; 2008; 57(3):319-22. PubMed ID: 18309207
[TBL] [Abstract][Full Text] [Related]
20. Fate and distribution of pharmaceuticals in wastewater and sewage sludge of the conventional activated sludge (CAS) and advanced membrane bioreactor (MBR) treatment.
Radjenović J; Petrović M; Barceló D
Water Res; 2009 Feb; 43(3):831-41. PubMed ID: 19091371
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]