Development of an urban stormwater model considering effective impervious surface: Ⅱ: urban stormwater simulation and anaysis of hydrological response

被引:0
|
作者
Zhou H. [1 ,2 ]
Liu J. [1 ,2 ]
Gao C. [1 ,2 ]
Zhou Y. [3 ]
Hu Z. [4 ]
Xu X. [1 ]
Song K. [1 ]
机构
[1] College of Hydrology and Water Resources, Hohai University, Nanjing
[2] Institute of Water Science and Technology, Hohai University, Nanjing
[3] Jiangsu Province Hydrology and Water Resources Investigation Bureau, Nanjing
[4] Changzhou Hydrology and Water Resources Investigation Bureau of Jiangsu Province, Changzhou
来源
关键词
effective impervious area; hydrological response; imperviousness; total impervious area; urban stormwater simulation;
D O I
10.14042/j.cnki.32.1309.2022.03.012
中图分类号
学科分类号
摘要
An urban stormwater model was developed to analyze the hydrological response mechanism of effective impervious surfaces under urban stormwater simulation. The model focused on effective impervious area, and the Shuangqiaobang runoff-plot in Changzhou City was used as the study area. The model was calibrated using measured data, where the effective impervious area of roofs was first determined, followed by the remaining parameters. Different methods were adopted to characterize the imperviousness, and distinct simulation scenarios were set up to analyze the hydrological response of both the effective and total impervious areas. The results show that, the peak discharge and flood volume are overestimated when the total impervious area is used rather than the effective impervious area to characterize the imperviousness and when the parameters of the effective impervious area model are directly used; however, the peak discharge is higher in the low return period and lower in the high return period, and the flood volume is underestimated when a calibrated total impervious area model is used. © 2022 China Water Power Press. All rights reserved.
引用
收藏
页码:485 / 494
页数:9
相关论文
共 23 条
  • [1] ZHANG J Y, SONG X M, WANG G Q, Et al., Development and challenges of urban hydrology in a changing environment: I: hydrological response to urbanization, Advances in Water Science, 25, 4, pp. 594-605, (2014)
  • [2] SONG X M, ZHANG J Y, WANG G Q, Et al., Development and challenges of urban hydrology in a changing environment: II: urban stormwater modeling and management, Advances in Water Science, 25, 5, pp. 752-764, (2014)
  • [3] REN M F, XU Z X, PANG B., Driving mechanisms of urban floods under the changing environment: case study in the Wenyu River basin, Advances in Water Science, 32, 3, pp. 345-355, (2021)
  • [4] LYU H, WU Z N, GUAN X J, Et al., Construction methods and applications of flood loss rate functions for cities lacking data, Advances in Water Science, 32, 5, pp. 707-716, (2021)
  • [5] Notice on doing a good job in the construction of urban drainage and waterlogging prevention facilities
  • [6] Guiding opinions on promoting the construction of sponge city
  • [7] Implementation opinions on strengthening urban waterlogging control
  • [8] XIANG D F, CHENG L, XU Z X, Et al., Identification of sensitive parameters of SWMM based on local and global methods, Journal of Hydroelectric Engineering, 39, 11, pp. 71-79, (2020)
  • [9] RUI X F, JIANG C Y, CHEN Q J, Et al., Principle analysis and application of storm water management model on stimulating rainfall-runoff, Advances in Science and Technology of Water Resources, 35, 4, pp. 1-5, (2015)
  • [10] LIU P F, XU Y P, ZHOU C Y, Et al., Impact of urbanization change on flood process in the plain catchment: a case study of Shuangqiaobang community in Changzhou City, Resources and Environment in the Yangtze Basin, 29, 9, pp. 2082-2089, (2020)