These tools will no longer be maintained as of December 31, 2024. Archived website can be found here. PubMed4Hh GitHub repository can be found here. Contact NLM Customer Service if you have questions.


BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

136 related articles for article (PubMed ID: 21252422)

  • 1. Development of a flocculation sub-model for a 3-D CFD model based on rectangular settling tanks.
    Gong M; Xanthos S; Ramalingam K; Fillos J; Beckmann K; Deur A; McCorquodale JA
    Water Sci Technol; 2011; 63(2):213-9. PubMed ID: 21252422
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Critical modeling parameters identified for 3D CFD modeling of rectangular final settling tanks for New York City wastewater treatment plants.
    Ramalingam K; Xanthos S; Gong M; Fillos J; Beckmann K; Deur A; McCorquodale JA
    Water Sci Technol; 2012; 65(6):1087-94. PubMed ID: 22378007
    [TBL] [Abstract][Full Text] [Related]  

  • 3. 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]  

  • 4. The effect of influent temperature variations in a sedimentation tank for potable water treatment--a computational fluid dynamics study.
    Goula AM; Kostoglou M; Karapantsios TD; Zouboulis AI
    Water Res; 2008 Jul; 42(13):3405-14. PubMed ID: 18519146
    [TBL] [Abstract][Full Text] [Related]  

  • 5. iCFD: Interpreted Computational Fluid Dynamics - Degeneration of CFD to one-dimensional advection-dispersion models using statistical experimental design - The secondary clarifier.
    Guyonvarch E; Ramin E; Kulahci M; Plósz BG
    Water Res; 2015 Oct; 83():396-411. PubMed ID: 26248321
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Characterization of the settling process for wastewater from a combined sewer system.
    Piro P; Carbone M; Penna N; Marsalek J
    Water Res; 2011 Dec; 45(20):6615-24. PubMed ID: 22055467
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Importance of flow stratification and bubble aggregation in the separation zone of a dissolved air flotation tank.
    Lakghomi B; Lawryshyn Y; Hofmann R
    Water Res; 2012 Sep; 46(14):4468-76. PubMed ID: 22704929
    [TBL] [Abstract][Full Text] [Related]  

  • 8. A new design of flocculation tank: the Turbomix applied to weighted flocculation.
    Levecq C; Breda C; Ursel V; Marteil P; Sauvignet P
    Water Sci Technol; 2007; 56(11):141-9. PubMed ID: 18057652
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Influence of operational conditions on the performance of a mesh filter activated sludge process.
    Fuchs W; Resch C; Kernstock M; Mayer M; Schoeberl P; Braun R
    Water Res; 2005 Mar; 39(5):803-10. PubMed ID: 15743625
    [TBL] [Abstract][Full Text] [Related]  

  • 10. A consistent modelling methodology for secondary settling tanks in wastewater treatment.
    Bürger R; Diehl S; Nopens I
    Water Res; 2011 Mar; 45(6):2247-60. PubMed ID: 21334042
    [TBL] [Abstract][Full Text] [Related]  

  • 11. One-dimensional modelling of the secondary clarifier-factors affecting simulation in the clarification zone and the assessment of the thickening flow dependence.
    Plósz BG; Weiss M; Printemps C; Essemiani K; Meinhold J
    Water Res; 2007 Aug; 41(15):3359-71. PubMed ID: 17512029
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Development of dissolved air flotation technology from the first generation to the newest (third) one (DAF in turbulent flow conditions).
    Kiuru HJ
    Water Sci Technol; 2001; 43(8):1-7. PubMed ID: 11394261
    [TBL] [Abstract][Full Text] [Related]  

  • 13. 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]  

  • 14. 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]  

  • 15. Chemical and biological flocculation process to treat municipal sewage and analysis of biological function.
    Xia SQ; Yang DH; Xu B; Zhao JF
    J Environ Sci (China); 2005; 17(1):163-7. PubMed ID: 15900782
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Fluid shear influences on the performance of hydraulic flocculation systems.
    Tse IC; Swetland K; Weber-Shirk ML; Lion LW
    Water Res; 2011 Nov; 45(17):5412-8. PubMed ID: 21880341
    [TBL] [Abstract][Full Text] [Related]  

  • 17. 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]  

  • 18. Conservation principles suspended solids distribution modelling to support ATS introduction on a recirculating WWTP.
    Gernaey KV; Nielsen MK; Thornberg D; Höök B; Munk-Nielsen T; Ingildsen P; Jørgensen SB
    Water Sci Technol; 2004; 50(11):179-88. PubMed ID: 15685994
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Mixing characterisation of full-scale membrane bioreactors: CFD modelling with experimental validation.
    Brannock M; Wang Y; Leslie G
    Water Res; 2010 May; 44(10):3181-91. PubMed ID: 20347471
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Using computational fluid dynamics software to estimate circulation time distributions in bioreactors.
    Davidson KM; Sushil S; Eggleton CD; Marten MR
    Biotechnol Prog; 2003; 19(5):1480-6. PubMed ID: 14524709
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 7.