Skip to main content
Log in

A multi-level and modular model for simulating the urban flooding and its application to Tianjin City

  • Original Paper
  • Published:
Natural Hazards Aims and scope Submit manuscript

Abstract

In this study, we present a multi-level and modular model for urban flood. It consists of four modules which simulate: (1) two-dimensional (2D) flow routing on communities, (2) 2D flow routing on road networks, (3) 2D flow routing on river network, and (4) one-dimensional (1D) flow routing on sewer system. The four modules are coupled by pumping stations, gutter inlets, and procedures. The gates or pumping stations connect the sewer system and the river network, allowing volume exchange between underground pipes and river network. The gutter inlets connect the sewer system and the river network, allowing volume exchange between the road network and underground pipes. The consistent treatment has also been included between the community areas and sewer system. The coupling among the four modules not only captures the interaction between surface and subsurface components, but also divides the surface open channels into community areas flow, road network flow and river network flow. Therefore, it greatly improves the calculation efficiency and accuracy. A catchment in Hexi District of Tianjin City, China, is used as the study case to validate the model. The simulated results agree well with the measurements in the following four aspects: the water levels of the Jin River, water depth at feature points, waterlog conditions in two important areas, and water balance. This model, which greatly improves the simulation of the dual drainage system, can be very useful for future prediction and identification of urban flooding.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  • Bazin PH, Nakagawa H, Kawaike K, Paquier A, Mignot E (2014) Modeling flow exchanges between a street and an underground drainage pipe during urban floods. J Hydraul Eng 140(10):2729–2737

    Article  Google Scholar 

  • Chen AS, Leandro J, Djordjević S (2015a) Modelling sewer discharge via displacement of manhole covers during flood events using 1d/2d sipson/p-dwave dual drainage simulations. Urban Water J. doi:10.1080/1573062X.2015.1041991

    Google Scholar 

  • Chen Y, Zhou H, Zhou H, Du G, Zhou J (2015b) Urban flood risk warning under rapid urbanization. Environ Res 139:3–10

    Article  Google Scholar 

  • Djordjevic S, Prodanovic D, Maksimovic C (1999) An approach to simulation of dual drainage. Water Sci Technol 39(9):95–103

    Article  Google Scholar 

  • Djordjevic S, Prodanovic D, Walters GA (2004) Simulation of transcritical flow in pipe/channel networks. J Hydraul Eng 130(12):1167–1178

    Article  Google Scholar 

  • Djordjevic S, Prodanovic D, Maksimovic C, Ivetic M, Savic D (2005) SIPON—Simulation of interaction between pipe flow and surface overland flow in networks. Water Sci Technol 52(5):275–283

    Google Scholar 

  • Djordjevic S, Saul AJ, Tabor GR, Blanksby J, Galambos I, Sabtu N, Sailor G (2013) Experimental and numerical investigation of interactions between above and below ground drainage systems. Water Sci Technol 67(3):535–542

    Article  Google Scholar 

  • Ettrich N, Steiner K, Thomas M, Rothe R (2005) Surface models for coupled modelling of runoff and sewer flow in urban areas. Water Sci Technol 52(5):25–33

    Google Scholar 

  • Fang C, Wang D (2011) Comprehensive measures and improvement of China’s urbanization development quality. Geogr Res 30(11):1931–1945

    Google Scholar 

  • Fraga I, Cea L, Puertas J (2015) Validation of a 1D-2D dual drainage model under unsteady part-full and surcharged sewer conditions. Urban Water J. doi:10.1080/1573062X.2015.1057180

    Google Scholar 

  • Grove M, Harbor J, Engel B, Muthukrishnan S (2001) Impacts of urbanization on surface hydrology, Little Eagle Creek, Indiana, and analysis of LTHIA model sensitivity to data resolution. Phys Geogr 22(2):135–153

    Google Scholar 

  • Hsu MH, Chen SH, Chang TJ (2000) Inundation simulation for urban drainage basin with storm sewer system. J Hydrol 234(1–2):21–37

    Article  Google Scholar 

  • Leandro J, Chen AS, Djordjevic S, Savic DA (2009) Comparison of 1D/1D and 1D/2D coupled (sewer/surface) hydraulic models for urban flood simulation. J Hydraul Eng 135(6):495–504

    Article  Google Scholar 

  • Leandro J, Chen AS, Schumann A (2014a) A 2D parallel diffusive wave model for floodplain inundation with variable time step (P-DWave). J Hydrol 517:250–259

    Article  Google Scholar 

  • Leandro J, Lopes P, Carvalho R, Pascoa P, Martins R, Romagnoli M (2014b) Numerical and experimental characterization of the 2D vertical average-velocity plane at the center-profile and qualitative air entrainment inside a gully for drainage and reverse flow. Comput Fluids 102:52–61

    Article  Google Scholar 

  • Leandro J, Schumann A, Pfister A (2016) A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling. J Hydrol. doi:10.1016/j.jhydrol.2016.01.060

    Google Scholar 

  • Li DM, Fan Y (2014) Computational fluid mechanics. Tianjin University Press, Tianjin (in Chinese)

    Google Scholar 

  • Li Y, Wang C (2009) Impacts of urbanization on surface runoff of the Dardenne Creek watershed, St. Charles County, Missouri. Phys Geogr 30(6):556–573

    Article  Google Scholar 

  • Lopes P, Leandro J, Carvalho RF, Pascoa P, Martins R (2015) Numerical and experimental investigation of a gully under surcharge conditions. Urban Water J 12(6):468–476

    Article  Google Scholar 

  • Mark O, Weesakul S, Apirumanekul C, Aroonnet SB, Djordjević S (2004) Potential and limitations of 1D modelling of urban flooding. J Hydrol 299(3–4):284–299

    Article  Google Scholar 

  • Martins R, Leandro J, de Carvalho RF (2014) Characterization of the hydraulic performance of a gully under drainage conditions. Water Sci Technol 69(12):2423–2430

    Article  Google Scholar 

  • Mignot E, Paquier A, Haider S (2006) Modeling floods in a dense urban area using 2D shallow water equations. J Hydrol 327(1–2):186–199

    Article  Google Scholar 

  • Nania LS, Leon AS, Garcia MH (2015) Hydrologic-hydraulic model for simulating dual drainage and flooding in urban areas: application to a catchment in the metropolitan area of Chicago. J Hydraul Eng 20(5):04014071

    Google Scholar 

  • Preissmann A (1961) Propagation des intumescences dans les canaux et rivieres. In: Proceedings 1st Congress Association Francaise de calcul, Grenoble, AFC, Paris, pp 433–442 (in French)

  • Schmitt TG, Thomas M, Ettrich N (2004) Analysis and modeling of flooding in urban drainage systems. J Hydrol 299(3–4):300–311

    Article  Google Scholar 

  • Schmitt TG, Thomas M, Ettrich N (2005) Assessment of urban flooding by dual drainage simulation model risursim. Water Sci Technol 52(5):257–264

    Google Scholar 

  • Smith LS, Liang Q, Quinn PF (2015) Towards a hydrodynamic modelling framework appropriate for applications in urban flood assessment and mitigation using heterogeneous computing. Urban Water J 12(1):67–78

    Article  Google Scholar 

  • Trajkovic B, Ivetic M, Calomino F, D’Ippolito A (1999) Investigation of transition from free surface to pressurized flow in a circular pipe. Water Sci Technol 39(9):105–112

    Article  Google Scholar 

  • Wu CG (2008) Hydraulics. Higher Education Press, Beijing (in Chinese)

    Google Scholar 

  • Xie YY, Li DM, Li PY et al (2005) Research and application of the mathematical model for urban rainstorm water logging. Adv Water Sci 16(3):384–390 (in Chinese)

    Google Scholar 

  • Zhang HP (2002) Study on the basic theory and establishing method of the mathematical model on urban rainstorm water logging. Dissertation, Tianjin University (in Chinese)

Download references

Acknowledgments

This work was supported in part by National Natural Science Foundation of China (Grant No. 51079095) and the Science Fund for Creative Research Groups of the National Natural Science Foundation of China (Grant No. 51021004).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xiao Wang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Li, D., Wang, X., Xie, Y. et al. A multi-level and modular model for simulating the urban flooding and its application to Tianjin City. Nat Hazards 82, 1947–1965 (2016). https://doi.org/10.1007/s11069-016-2279-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-016-2279-z

Keywords

Navigation