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 *

92 related articles for article (PubMed ID: 22828313)

  • 1. Experiments and 3D simulations of flow structures in junctions and their influence on location of flowmeters.
    Mignot E; Bonakdari H; Knothe P; Lipeme Kouyi G; Bessette A; Rivière N; Bertrand-Krajewski JL
    Water Sci Technol; 2012; 66(6):1325-32. PubMed ID: 22828313
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Influence of characteristics on combined sewer performance.
    Möderl M; Kleidorfer M; Rauch W
    Water Sci Technol; 2012; 66(5):1052-60. PubMed ID: 22797234
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Optimization of measurement campaigns for calibration of a conceptual sewer model.
    Kleidorfer M; Möderl M; Fach S; Rauch W
    Water Sci Technol; 2009; 59(8):1523-30. PubMed ID: 19403965
    [TBL] [Abstract][Full Text] [Related]  

  • 4. P controller calibration for the real time control of moveable weirs in [corrected] sewer channels.
    Campisano A; Creaco E; Modica C
    Water Sci Technol; 2009; 59(11):2237-44. PubMed ID: 19494464
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Hydraulic modelling of sewage exfiltration.
    Karpf C; Traenckner J; Krebs P
    Water Sci Technol; 2009; 59(8):1559-65. PubMed ID: 19403969
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Modelling sewer sediment deposition, erosion, and transport processes to predict acute influent and reduce combined sewer overflows and CO(2) emissions.
    Mouri G; Oki T
    Water Sci Technol; 2010; 62(10):2346-56. PubMed ID: 21076221
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Experimental testing and modeling analysis of solute mixing at water distribution pipe junctions.
    Shao Y; Jeffrey Yang Y; Jiang L; Yu T; Shen C
    Water Res; 2014 Jun; 56():133-47. PubMed ID: 24675269
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Overland flow computations in urban and industrial catchments from direct precipitation data using a two-dimensional shallow water model.
    Cea L; Garrido M; Puertas J; Jácome A; Del Río H; Suárez J
    Water Sci Technol; 2010; 62(9):1998-2008. PubMed ID: 21045324
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Assessment of velocity fields through open-channel flows with an empiric law.
    Bardiaux JB; Vazquez J; Mosé R
    Water Sci Technol; 2008; 57(11):1763-8. PubMed ID: 18547928
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Optimise inlet condition and design parameters of a new sewer overflow screening device using numerical model.
    Aziz MA; Imteaz MA; Huda N; Naser J
    Water Sci Technol; 2014; 70(11):1880-7. PubMed ID: 25500477
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Sewer exfiltration and the colmation layer.
    Ellis JB; Revitt DM; Vollertsen J; Blackwood DJ
    Water Sci Technol; 2009; 59(11):2273-80. PubMed ID: 19494468
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Development of a convective diffusion model for lead pipe rigs operating in laminar flow.
    Cardew PT
    Water Res; 2006 Jun; 40(11):2190-200. PubMed ID: 16704873
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Determining the spill flow discharge of combined sewer overflows using rating curves based on computational fluid dynamics instead of the standard weir equation.
    Fach S; Sitzenfrei R; Rauch W
    Water Sci Technol; 2009; 60(12):3035-43. PubMed ID: 19955626
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Sediment and pollutant load modelling using an integrated urban drainage modelling toolbox: an application of City Drain.
    Rodríguez JP; Achleitner S; Möderl M; Rauch W; Maksimović C; McIntyre N; Díaz-Granados MA; Rodríguez MS
    Water Sci Technol; 2010; 61(9):2273-82. PubMed ID: 20418624
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Real-time forecasting urban drainage models: full or simplified networks?
    Leitão JP; Simões NE; Maksimović C; Ferreira F; Prodanović D; Matos JS; Sá Marques A
    Water Sci Technol; 2010; 62(9):2106-14. PubMed ID: 21045338
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Separate and combined sewer systems: a long-term modelling approach.
    Mannina G; Viviani G
    Water Sci Technol; 2009; 60(3):555-65. PubMed ID: 19657150
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Numerical simulation of a combined oxidation ditch flow using 3D k-epsilon turbulence model.
    Luo L; Li WM; Deng YS; Wang T
    J Environ Sci (China); 2005; 17(5):808-12. PubMed ID: 16313008
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Development of a simplified urban water balance model (WABILA).
    Henrichs M; Langner J; Uhl M
    Water Sci Technol; 2016; 73(8):1785-95. PubMed ID: 27120631
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Numerical simulation of undular jumps on graveled bed using volume of fluid method.
    Rostami F; Yazdi SR; Said MA; Shahrokhi M
    Water Sci Technol; 2012; 66(5):909-17. PubMed ID: 22797216
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Simulation and analysis of solute transport in 2D fracture/pipe networks: the SOLFRAC program.
    Bodin J; Porel G; Delay F; Ubertosi F; Bernard S; de Dreuzy JR
    J Contam Hydrol; 2007 Jan; 89(1-2):1-28. PubMed ID: 16962206
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 5.