Wyniki wyszukiwania dla: STORM WATER CONDUIT

• Interaction Between Storm Water Conduit And Surface Flow For Urban Flood Inundation Modelling

  Publikacja

  • J. Hakiel
  • M. Szydłowski

  - International Journal of Sustainable Development and Planning - Rok 2017

  Rapid development of urban areas always comes with great side effects. One of them is the occurrence of urban floods. Growth of impervious surfaces in cities leads to increasing run-off values. This together with difficulties connected with sewage modernization in cities marks urban inundations as being one of the most important issues concerning urban water. Accurate prediction of a phenomenon is difficult as it is highly dependent...

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• Interaction Between Storm Water Conduit Flow and Overland Flow for Numerical Modelling of Urban Area Inundation

  Publikacja

  • J. Hakiel
  • M. Szydłowski

  - Rok 2016

  Nowadays we can observe increasing frequency of inundations in cities. This makes accurate predicting of inundations more important than ever. Numerical modeling of this issue requires complex approach with simultaneous calculations of pipe flow and surface flow. In this paper, after a short review of known methods used for solving pipe and surface flow, we will try to answer the question if presented methods would be sufficiently...

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• Storm Water Treatment in TWs

  Publikacja

  • H. Obarska-Pempkowiak
  • M. Gajewska
  • E. Wojciechowska
  • J. Pempkowiak

  - GeoPlanet: Earth and Planetary Sciences - Rok 2015

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• Optimization of hydrodynamic vortex separator for removal of sand particles from storm water by computational fluid dynamics

  Publikacja

  • M. Mahaveer
  • X. You

  - Rok 2021

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• Coupled Urban Areas Inundation Model with Interaction Between Storm Water System and Surface Flow - Case Study of Sea Level Impact on Seaside Areas Flooding

  Publikacja

  • J. Hakiel
  • M. Szydłowski
  • D. Gąsiorowski

  - Rok 2016

  Inundations are becoming more frequent than ever. What is connected with increasing area of impervious surface in cities. This makes predicting urban flooding and its scale especially important. At the seaside we observe additional conditions such as sea level that makes accurate numerical modelling of issue even harder. With complex approach to the matter which is simultaneous calculation of storm water conduit flow and overland...

• Water

  Czasopisma

  ISSN: 2073-4441

• Magdalena Gajewska prof. dr hab. inż.

  Osoby

  Katedra Technologii w Inżynierii Środowiska

  Magdalena Gajewska (ur. 1.06.1968 r. w Gdańsku) ukończyła studia w 1993 roku na Wydziale Hydrotechniki Politechniki Gdańskiej.  Jest adiunktem w Katedrze Technologii Wody i Ścieków na Wydziale Inżynierii Lądowej i Środowiska Politechniki Gdańskiej. Doktorat (2001) i habilitacja (2013) w dyscyplinie inżynierii środowiska.  W kadencji 2016–2020 pełni funkcję prodziekana ds. nauki. Specjalizuję się w technologiach związanych z ekoinżynierią:...

• MODELLING OF TRANSIENT FLOW IN STORM SEWERS

  Publikacja

  • M. Szydłowski

  - Rok 2013

  The paper focuses on the assessment of second-order explicit numerical scheme for unsteady flows in sewers. In order to simulate the pressurized flow the 'Preissmann slot' concept is implemented. For simulation of the transcritical flow the original and improved McCormack scheme is used. The calculated results are compared with numerical solutions and laboratory measurements published in the technical literature. Moreover, the...

• Grzegorz Boczkaj dr hab. inż.

  Osoby

  Katedra Inżynierii Sanitarnej

• Experimental Verification of Storm Sewer Transient Flow Simulation

  Publikacja

  • M. Szydłowski

  - Archives of Hydro-Engineering and Environmental Mechanics - Rok 2014

  The paper focuses mainly on laboratory investigations of transient and transcritical flow in a single pipe of a sewer system. The aim of this paper is to present a comparison between pressure values calculated by an improved McCormack scheme and those measured at the hydraulic laboratory of the Gdansk University of Technology, which were observed inside a pipe in an experiment for water flow with pressurization. The analysis proves...

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