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 *

174 related articles for article (PubMed ID: 16248205)

  • 1. SIPSON--simulation of interaction between pipe flow and surface overland flow in networks.
    Djordjević S; Prodanović D; Maksimović C; Ivetić M; Savić D
    Water Sci Technol; 2005; 52(5):275-83. PubMed ID: 16248205
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Assessment of urban flooding by dual drainage simulation model RisUrSim.
    Schmitt TG; Thomas M; Ettrich N
    Water Sci Technol; 2005; 52(5):257-64. PubMed ID: 16248203
    [TBL] [Abstract][Full Text] [Related]  

  • 3. One-dimensional modelling of the interactions between heavy rainfall-runoff in an urban area and flooding flows from sewer networks and rivers.
    Kouyi GL; Fraisse D; Rivière N; Guinot V; Chocat B
    Water Sci Technol; 2009; 60(4):927-34. PubMed ID: 19700831
    [TBL] [Abstract][Full Text] [Related]  

  • 4. The hydraulic capacity of deteriorating sewer systems.
    Pollert J; Ugarelli R; Saegrov S; Schilling W; Di Federico V
    Water Sci Technol; 2005; 52(12):207-14. PubMed ID: 16477988
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Sensitivity analysis of surface runoff generation in urban flood forecasting.
    Simões NE; Leitão JP; Maksimović C; Sá Marques A; Pina R
    Water Sci Technol; 2010; 61(10):2595-601. PubMed ID: 20453333
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Measurement, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraz in Belgrade.
    Despotović J; Petrović J; Jacimović N
    Water Sci Technol; 2002; 45(2):127-33. PubMed ID: 11888175
    [TBL] [Abstract][Full Text] [Related]  

  • 7. 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]  

  • 8. An integrated inundation model for highly developed urban areas.
    Chen AS; Hsu MH; Chen TS; Chang TJ
    Water Sci Technol; 2005; 51(2):221-9. PubMed ID: 15790247
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Urban flooding: one-dimensional modelling of the distribution of the discharges through cross-road intersections accounting for energy losses.
    Lipeme Kouyi G; Rivière N; Vidalat V; Becquet A; Chocat B; Guinot V
    Water Sci Technol; 2010; 61(8):2021-6. PubMed ID: 20388999
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Model description of storage and infiltration functions of infiltration facilities for urban runoff analysis by a distributed model.
    Furumai H; Jinadasa HK; Murakami M; Nakajima F; Aryal RK
    Water Sci Technol; 2005; 52(5):53-60. PubMed ID: 16248180
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Sustainable management of leakage from wastewater pipelines.
    DeSilva D; Burn S; Tjandraatmadja G; Moglia M; Davis P; Wolf L; Held I; Vollertsen J; Williams W; Hafskjold L
    Water Sci Technol; 2005; 52(12):189-98. PubMed ID: 16477986
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Development of the real-time control (RTC) system for Tokyo sewage system.
    Maeda M; Mizushima H; Ito K
    Water Sci Technol; 2005; 51(2):213-20. PubMed ID: 15790246
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Cross sectoral and scale-up impacts of greywater recycling technologies on catchment hydrological flows.
    Bertrand N; Jefferson B; Jeffrey P
    Water Sci Technol; 2008; 57(5):741-6. PubMed ID: 18401147
    [TBL] [Abstract][Full Text] [Related]  

  • 14. 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]  

  • 15. Integrated modelling for the evaluation of infiltration effects.
    Schulz N; Baur R; Krebs P
    Water Sci Technol; 2005; 52(5):215-23. PubMed ID: 16248198
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Surface models for coupled modelling of runoff and sewer flow in urban areas.
    Ettrich N; Steiner K; Thomas M; Rothe R
    Water Sci Technol; 2005; 52(5):25-33. PubMed ID: 16248177
    [TBL] [Abstract][Full Text] [Related]  

  • 17. The acoustic attenuation and hydraulic roughness in a large section sewer pipe with periodical obstacles.
    Horoshenkov KV; Yin YA; Schellart A; Ashley RM; Blanksby JR
    Water Sci Technol; 2004; 50(11):97-104. PubMed ID: 15685985
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Sewer modelling based on highly distributed calibration data sets and multi-objective auto-calibration schemes.
    Muschalla D; Schneider S; Schröter K; Gamerith V; Gruber G
    Water Sci Technol; 2008; 57(10):1547-54. PubMed ID: 18520011
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Experimental studies of sewer exfiltration.
    Ellis JB; Revitt DM; Lister P; Willgress C; Buckley A
    Water Sci Technol; 2003; 47(4):61-7. PubMed ID: 12666802
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Flood analysis in mixed-urban areas reflecting interactions with the complete water cycle through coupled hydrologic-hydraulic modelling.
    Sto Domingo ND; Refsgaard A; Mark O; Paludan B
    Water Sci Technol; 2010; 62(6):1386-92. PubMed ID: 20861554
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 9.