Abstract
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 accurate for inundation modeling. We will also investigate if known formulas used for modeling interaction between pipe and surface flow describe the issue well and if they can be developed in any direction. There will be presented comparison between results of calculations and experiments built on test stand made for this purpose in Gdańsk University of Technology. The results could be treated as a starting point for further recognition of the phenomenon.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Capart H, Sillen X, Zech Y (1997) Numerical and experimental water transients in sewer pipes. J Hydraul Res 35(5):659–672
Chen A, Djordjević S, Leandro J, Savić D (2007) The urban inundation model with biderctional flow interaction between 2D overland surface and 1D sewer networks. Novatech 2007, GRAIE, Lyon, France
Cunge JA, Holly FM, Verwey A (1980) Practical aspects of computational river hydraulics. Pitman Publ. Ltd, London
Garcia-Navarro P, Alcrudo F, Saviron JM (1992) 1-D open-channel flow simulation using TVD-McCormack scheme. J Hydraul Eng 118(10):1359–1372
GutryKorycka M, Magnuszewski A, Suchożebrski J, Jaworski W, Marcinkowski M and Szydłowski M (2006) Numerical estimation of flood zones in the Vistula River valley, Warsaw, Poland. In: Climate Variability and Change—Hydrological Impacts, IAHS Publ, 308: 191–195
LeVeque R J (2002) Finite volume method for hyperbolic problems. Cambridge University Press, New York
Szydłowski M (2007) Mathematical modeling of flood waves in urban areas, Monographs of Gdańsk University of Technology, Gdańsk, vol 86
Szydłowski M (2011) Numerical simulation of open channel flow between bridge piers. TASK Q, Gdańsk, 15: 3–4
Szydłowski M, Machalińska-Murawska J (2012) Numerical simulation of transient flow in storm sewers using standard and improved McCormack scheme. Task Q 16(1):53–74
Szydłowski M (2014) Experimental verification of storm sewer transient flow simulation. Arch Hydro-Eng Env Mech 61(3–4):205–215
Szymkiewicz R (2010) Numerical modeling in open channel hydraulics. Springer, London
Tan W (1992) Shallow water hydrodynamics. Elsevier, Amsterdam
Tseng MH (2003) The improved surface gradient method for flows simulation in variable bed topography channel using TVD-MacCormack scheme. Int J Numer Meth Fluids 43:71–91
Acknowledgments
Authors express gratitude to Regional Fund for Environmental Protection and Water Management in Gdańsk for research project No. RX-09/01/2014.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2016 Springer International Publishing Switzerland
About this chapter
Cite this chapter
Hakiel, J., Szydłowski, M. (2016). Interaction Between Storm Water Conduit Flow and Overland Flow for Numerical Modelling of Urban Area Inundation. In: Rowiński, P., Marion, A. (eds) Hydrodynamic and Mass Transport at Freshwater Aquatic Interfaces. GeoPlanet: Earth and Planetary Sciences. Springer, Cham. https://doi.org/10.1007/978-3-319-27750-9_3
Download citation
DOI: https://doi.org/10.1007/978-3-319-27750-9_3
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-27749-3
Online ISBN: 978-3-319-27750-9
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)