Study on the calculation methods to determine the scale of the sponge city facilities in residential area----- taking Shenzhen as an example

  • Liu, Jian (Ecological Technology Institute of Construction Engineering, Shenzhen University) ;
  • Dong, Min (Colleges of Civil Engineering, Shenzhen University) ;
  • Han, Yu-ting (Ecological Technology Institute of Construction Engineering, Shenzhen University) ;
  • Wu, Lingyi (Ecological Technology Institute of Construction Engineering, Shenzhen University)
  • Published : 2017.10.27

Abstract

The sponge city construction is being carried out in China, and how to reasonably determine the scale of the sponge city facilities is a key point that the planners and designers should seriously solve. In this paper, taking determination of the sponge city facilities in a residential building in Shenzhen as an example, the layout and scales of the rainwater tanks, raingardens, ecological roofs and permeable pavements are decided by using the volumetric method and stormwater management model (SWMM). The calculated results by the two methods are compared and analyzed. The results show that the scales of the sponge city facilities determined by the two methods are almost the same, and it means that any method can be used to determine the scale of sponge city facilities. The volumetric method is relatively simple, and it is suggested to use to determine the scale of sponge city facilities during planning stage. While SWMM is more complex and requires a lot of input conditions, but it can provide the reduction effects of the sponge city facilities for rainfalls with different recurrence periods. Therefore, SWMM is recommended to use the calculation of the hydrological process of the sponge city facilities during the design stage.

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Acknowledgement

The research was supported by the Natural Science Foundation of China (No. 51378312) under the title of mechanical performance of fiber-based ultra-high strength RC columns confined by high-strength stirrups under high axial compression creep and chlorine salt erosion.