159 related articles for article (PubMed ID: 20861533)
1. Enhancement of settling tank capacity using a new type of tube settler.
Fujisaki K
Water Sci Technol; 2010; 62(6):1213-20. PubMed ID: 20861533
[TBL] [Abstract][Full Text] [Related]
2. Influence of secondary settling tank performance on suspended solids mass balance in activated sludge systems.
Patziger M; Kainz H; Hunze M; Józsa J
Water Res; 2012 May; 46(7):2415-24. PubMed ID: 22365174
[TBL] [Abstract][Full Text] [Related]
3. Comparison of the 1D flux theory with a 2D hydrodynamic secondary settling tank model.
Ekama GA; Marais P
Water Sci Technol; 2004; 50(7):195-204. PubMed ID: 15553476
[TBL] [Abstract][Full Text] [Related]
4. Upflow anaerobic sludge blanket reactor--a review.
Bal AS; Dhagat NN
Indian J Environ Health; 2001 Apr; 43(2):1-82. PubMed ID: 12397675
[TBL] [Abstract][Full Text] [Related]
5. Performance intensification of Prague wastewater treatment plant.
Novák L; Havrlíková D
Water Sci Technol; 2004; 50(7):139-46. PubMed ID: 15553469
[TBL] [Abstract][Full Text] [Related]
6. Influence of sludge properties and hydraulic loading on the performance of secondary settling tanks--full-scale operational results.
Vestner RJ; Günthert FW
Water Sci Technol; 2004; 50(7):179-86. PubMed ID: 15553474
[TBL] [Abstract][Full Text] [Related]
7. Dynamics in maximal settling capacity in an activated sludge treatment plant with highly loaded secondary settlers.
Wilén BM; Lumley D; Nordqvist A
Water Sci Technol; 2004; 50(7):187-94. PubMed ID: 15553475
[TBL] [Abstract][Full Text] [Related]
8. Utilizing settling tests to design a conventional upflow settling tank modified with inclined plates.
Saady NM
Water Sci Technol; 2012; 66(4):858-64. PubMed ID: 22766878
[TBL] [Abstract][Full Text] [Related]
9. Lamella separators in the upgrading of a large urban sewage treatment plant.
Kolisch G; Schirmer G
Water Sci Technol; 2004; 50(7):205-12. PubMed ID: 15553477
[TBL] [Abstract][Full Text] [Related]
10. A new side stream process for easily degradable industrial waste waters to avoid sludge bulking.
Wandl G; Matsché N; Bayer H
Water Sci Technol; 2004; 50(7):229-36. PubMed ID: 15553480
[TBL] [Abstract][Full Text] [Related]
11. Cost-effective upgrading of a biological wastewater treatment plant by using lamella separators with bypass operation.
Jardin N; Rath L; Schönfeld A; Grünebaum T
Water Sci Technol; 2008; 57(10):1619-25. PubMed ID: 18520020
[TBL] [Abstract][Full Text] [Related]
12. Application of numerical simulation on optimum design of two-dimensional sedimentation tanks in the wastewater treatment plant.
Zeng GM; Zhang SF; Qin XS; Huang GH; Li JB
J Environ Sci (China); 2003 May; 15(3):346-50. PubMed ID: 12938985
[TBL] [Abstract][Full Text] [Related]
13. Analysing sludge balance in activated sludge systems with a novel mass transport model.
Patziger M; Kainz H; Hunze M; Józsa J
Water Sci Technol; 2008; 57(9):1413-9. PubMed ID: 18496007
[TBL] [Abstract][Full Text] [Related]
14. The efficiency of gravity distribution devices for on-site wastewater treatment systems.
Patel T; O'Luanaigh N; Gill LW
Water Sci Technol; 2008; 58(2):459-65. PubMed ID: 18701801
[TBL] [Abstract][Full Text] [Related]
15. A new concept for storm water treatment: full-scale experience in Flanders.
Carrette R; Thoeye C; Ockier P
Water Sci Technol; 2001; 44(1):195-9. PubMed ID: 11496673
[TBL] [Abstract][Full Text] [Related]
16. Application of mathematical tools to improve the design and operation of activated sludge plants. Case study: the new WWTP of Galindo-Bilbao. Part I: Optimum design.
Rivas A; Ayesa E; Galarza A; Salterain A
Water Sci Technol; 2001; 43(7):157-65. PubMed ID: 11385842
[TBL] [Abstract][Full Text] [Related]
17. Optimisation of Hamburg's wastewater treatment plants--three years of experience with the new concept.
Ladiges G; Bertram NP
Water Sci Technol; 2004; 50(7):45-8. PubMed ID: 15553457
[TBL] [Abstract][Full Text] [Related]
18. Theoretical analysis on non-uniformity of water distribution and influence of construction parameters on settling efficiency.
Huang TL; Li YX; Zhang H
Water Sci Technol; 2008; 58(5):1007-14. PubMed ID: 18824798
[TBL] [Abstract][Full Text] [Related]
19. Nitrogen removal by recycle water nitritation as an attractive alternative for retrofit technologies in municipal wastewater treatment plants.
Gil KI; Choi E
Water Sci Technol; 2004; 49(5-6):39-46. PubMed ID: 15137405
[TBL] [Abstract][Full Text] [Related]
20. Decentralised treatment of concentrated sewage at low temperature in a two-step anaerobic system: two upflow-hybrid septic tanks.
Elmitwalli TA; Sayed S; Groendijk L; van Lier J; Zeeman G; Lettinga G
Water Sci Technol; 2003; 48(6):219-26. PubMed ID: 14640221
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]