137 related articles for article (PubMed ID: 17165464)
1. Rain events and their effect on effluent quality studied at a full scale activated sludge treatment plant.
Wilén BM; Lumley D; Mattsson A; Mino T
Water Sci Technol; 2006; 54(10):201-8. PubMed ID: 17165464
[TBL] [Abstract][Full Text] [Related]
2. 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]
3. Comparing cost and process performance of activated sludge (AS) and biological aerated filters (BAF) over ten years of full sale operation.
Hansen R; Thogersen T; Rogalla F
Water Sci Technol; 2007; 55(8-9):99-106. PubMed ID: 17546975
[TBL] [Abstract][Full Text] [Related]
4. Savings with upgraded performance through improved activated sludge denitrification in the combined activated sludge-biofilter system of the Southpest Wastewater Treatment Plant.
Jobbágy A; Tardy GM; Palkó G; Benáková A; Krhutková O; Wanner J
Water Sci Technol; 2008; 57(8):1287-93. PubMed ID: 18469403
[TBL] [Abstract][Full Text] [Related]
5. Enhanced nitrogen removal in the combined activated sludge-biofilter system of the Southpest Wastewater Treatment Plant.
Jobbágy A; Tardy GM; Literáthy B
Water Sci Technol; 2004; 50(7):1-8. PubMed ID: 15553452
[TBL] [Abstract][Full Text] [Related]
6. Operational control of storm sewage at an activated sludge process.
Chen J; Beck MB
Water Sci Technol; 2001; 43(7):131-8. PubMed ID: 11385839
[TBL] [Abstract][Full Text] [Related]
7. Monitoring of rain events with a submersible UV/VIS spectrophotometer.
Maribas A; Laurent N; Battaglia P; do Carmo Lourenço da Silva M; Pons MN; Loison B
Water Sci Technol; 2008; 57(10):1587-93. PubMed ID: 18520016
[TBL] [Abstract][Full Text] [Related]
8. Partial nitrification in a high-load activated sludge system by biofilter backwash water recirculation.
Melicz Z
Water Sci Technol; 2003; 47(11):93-9. PubMed ID: 12906276
[TBL] [Abstract][Full Text] [Related]
9. 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]
10. Trickling filters for upgrading low technology wastewater plants for nitrogen removal.
Pearce P
Water Sci Technol; 2004; 49(11-12):47-52. PubMed ID: 15303722
[TBL] [Abstract][Full Text] [Related]
11. Climate change impacts on activated sludge wastewater treatment: a case study from Norway.
Plósz BG; Liltved H; Ratnaweera H
Water Sci Technol; 2009; 60(2):533-41. PubMed ID: 19633397
[TBL] [Abstract][Full Text] [Related]
12. Full-scale application of the BABE technology.
Salem S; Berends DH; van der Roest HF; van der Kuij RJ; van Loosdrecht MC
Water Sci Technol; 2004; 50(7):87-96. PubMed ID: 15553463
[TBL] [Abstract][Full Text] [Related]
13. North American performance experience with anoxic and anaerobic selectors for activated sludge bulking control.
Parker D; Appleton R; Bratby J; Melcer H
Water Sci Technol; 2004; 50(7):221-8. PubMed ID: 15553479
[TBL] [Abstract][Full Text] [Related]
14. Improvement of nitrogen removal at WWTP Zürich Werdhöelzli after connection of WWTP Zürich-Glatt.
Siegrist H; Rieger L; Fux Ch; Wehrli M
Water Sci Technol; 2004; 50(7):35-43. PubMed ID: 15553456
[TBL] [Abstract][Full Text] [Related]
15. The ScanDeNi process could turn an existing under-performing activated sludge plant into an asset.
Rosén S; Huijbregsen C
Water Sci Technol; 2003; 47(11):31-6. PubMed ID: 12906268
[TBL] [Abstract][Full Text] [Related]
16. Online estimation of wastewater nitrifiable nitrogen, nitrification and denitrification rates, using ORP and DO dynamics.
Spérandio M; Queinnec I
Water Sci Technol; 2004; 49(1):31-8. PubMed ID: 14979535
[TBL] [Abstract][Full Text] [Related]
17. 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]
18. Reducing the total discharge from a large WWTP by separate treatment of primary effluent overflow.
Hanner N; Mattsson A; Gruvberger C; Nyberg U; Aspegren H; Fredriksson O; Nordqvist A; Andersson B
Water Sci Technol; 2004; 50(7):157-62. PubMed ID: 15553471
[TBL] [Abstract][Full Text] [Related]
19. [Pilot study on subsurface wastewater infiltration system applied in rural sewage treatment].
Zhang J; Huang X; Liu C; Shi H; Hu H; Qian Y
Huan Jing Ke Xue; 2002 Nov; 23(6):57-61. PubMed ID: 12619279
[TBL] [Abstract][Full Text] [Related]
20. Nitrogen removal in a full-scale domestic wastewater treatment plant with activated sludge and trickling filter.
Nourmohammadi D; Esmaeeli MB; Akbarian H; Ghasemian M
J Environ Public Health; 2013; 2013():504705. PubMed ID: 23710197
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]
