Construction and Application Analysis of SWMM Model in Beijing Future Science Park

  • Lanshu Jing
  • Qinghua Luan
  • Haichao Wang
  • Xuerui Gao
Conference paper
Part of the Environmental Earth Sciences book series (EESCI)

Abstract

Aiming at more frequent urban waterlogging problems in China, a system of rainwater drainage pipe network by SWMM (Storm Water Management Model) was constructed, using Beijing Future Science Park as the study area. The empirical runoff coefficient method is used for model parameter calibration and validation of “6.23” and “7.21” rainfall runoff processes to build the regional SWMM model and simulate regional rainfall runoff processes in different return periods. Comprehensive runoff coefficient and flood peak flow are used as indicators to analyze the above simulation results. In terms of the whole area, both elements increase with longer design return period, the same as regional flood risk. In terms of the local area, comprehensive runoff coefficient of sub-catchment area increases with a longer design return period, but different with various underlying surface conditions. Among them, the comprehensive runoff coefficient of green land with better permeability is only 0, while the corresponding value of road area with permeability of 90% is 0.89, to indicate the differences in spatial distribution of regional flood risk along with the underlying surface conditions. The above research results provide the technical support for the construction of regional low impact development measures (Low Impact Development, LID) and urban flood warning.

Keywords

SWMM Rainstorm flood simulation Integrated flow coefficient Designing precipitation Beijing Future Science Park 

Notes

Acknowledgements

The researchers would like to extend their thanks to the Chinese National Natural Science Foundation (No. 51409275, No. 51522907, No. 51739011).

References

  1. 1.
    Song, C.P., Wang, H.C., Tang, D.S.: Research progress and development trend of storm water management model. China Water Wastewater 16, 16–20 (2015)Google Scholar
  2. 2.
    Palla, A., Gnecco, I.: Hydrologic modeling of low impact development systems at the urban catchment scale. J. Hydrol. 528, 361–368 (2015).  https://doi.org/10.1016/j.jhydrol.2015.06.050CrossRefGoogle Scholar
  3. 3.
    Versini, P.A., Ramier, D., Berthier, E., et al.: Assessment of the hydrological impacts of green roof: from building scale to basin scale. J. Hydrol. 524, 562–575 (2015).  https://doi.org/10.1016/j.jhydrol.2015.03.020CrossRefGoogle Scholar
  4. 4.
    Zhao, G., Pang, B., Zongxue, X.U., et al.: Simulation of urban storm at Dahongmen drainage area by SWMM. J. Beijing Norm. Univ. 05, 452–455 (2014)Google Scholar
  5. 5.
    Cong, X.Y., Guang-Heng, N.I., Hui, S.B., et al.: Simulative analysis on storm flood in typical urban region of Beijing based on SWMM. Water Resour. Hydropower Eng. 2006(04), 64–67 (2006).  https://doi.org/10.3969/j.issn.1000-0860.2006.04.021CrossRefGoogle Scholar
  6. 6.
    Wang, H., Chen, J., Zhang, S., et al.: Application status and comparative analysis of urban storm water models. Water Resour. Hydropower Eng. 42(11), 10–13 (2011).  https://doi.org/10.3969/j.issn.1000-0860.2011.11.003CrossRefGoogle Scholar
  7. 7.
    Liu, X.: Parameter calibration method for urban rainfall-runoff model based on runoff coefficient. Water Wastewater Eng. 35(11), 213–217 (2009).  https://doi.org/10.3969/j.issn.1002-8471.2009.11.056CrossRefGoogle Scholar
  8. 8.
    Beijing General Municipal Engineering Design & Research Institute: Concise Drainage System Design Manual. Beijing Building Materials Press, Beijing (1990)Google Scholar
  9. 9.
    Rossman, L.A.: Storm Water Management Model User’s Manual Storm Water Management Model User’s Manual Version 5.0. United States Environmental Protection Agency (2010)Google Scholar
  10. 10.
    Zhou, Y., Ming-Hui, Y.U., Chen, Y.X.: Estimation of sub-catchment width in SWMM. China Water Wastewater 22, 61–64 (2014)Google Scholar
  11. 11.
    Beijing Water Bureau: Hydrologic Handbook of Beijing City—Rainstorm Atlas (1999)Google Scholar
  12. 12.
    Beijing Academy of Urban Planning & Design: Standard of rainstorm runoff calculation for urban stormwater drainage system planning and designing. DB11/T 969-2013. (2013)Google Scholar

Copyright information

© Springer International Publishing AG, part of Springer Nature 2019

Authors and Affiliations

  • Lanshu Jing
    • 1
    • 2
  • Qinghua Luan
    • 1
    • 2
  • Haichao Wang
    • 3
  • Xuerui Gao
    • 4
  1. 1.Hebei University of Engineering College of Water Conservancy and HydropowerHandanChina
  2. 2.Research Center for Water Ecological Civilization & Social Governance of Hebei ProvinceHandanChina
  3. 3.China International Engineering Consulting CorporationBeijingChina
  4. 4.Northwest A&F UniversityYanglingChina

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