|Table of Contents|

Effect of LIDs-storage Pumping Station on Urban Runoff Reduction—A Case Study of One County in Hebei Province, China(PDF)

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

Issue:
2023年第04期
Page:
978-990
Research Field:
环境与可持续发展专刊
Publishing date:

Info

Title:
Effect of LIDs-storage Pumping Station on Urban Runoff Reduction—A Case Study of One County in Hebei Province, China
Author(s):
LI Hua-yue1;  ZHANG Xiang2;  XU Huan3;  CUI Zhao-yang1;  LUAN Qing-hua4; 5*
(1. College of Hydrology and Water Resources, Hohai University, Nanjing 210098, Jiangsu, China; 2. Institute of Environmental Engineering Design, NORENDAR International Ltd., Shijiazhuang 050011, Hebei, China; 3. Hebei Key Laboratory of Intelligent Water Conservancy, Hebei University of Engineering, Handan 056038, Hebei, China; 4. College of Agricultural Science and Engineering, Hohai University, Nanjing 211100, Jiangsu, China; 5. Key Laboratory of Flood Disaster Prevention and Control of Ministry of Emergency Management, Hohai University, Nanjing 210024, Jiangsu, China)
Keywords:
sponge city;  urban waterlogging;  LID;  SWMM;  runoff control;  relationship between upstream and downstream;  spatial layout;  scheme optimization
PACS:
TU992
DOI:
-
Abstract:
Effective retention and interception of storm through Low Impact Development(LID)and pumping station are critical for urban waterlogging reduction. Six schemes were designed based on the spatial layout of relationships between upstream and downstream through permeable pavement, sunken greenbelt and rain barrel, and the couplings of LIDs and storage pumping station to assess the effect of runoff control of couplings of LIDs and storage pumping station in one country, Hebei province; the runoff coefficient, outflow peak and peak time in different scenarios were simulated through SWMM; the corresponding reduction rates or delayed peak time were compared in different schemes. The results show that it is effective on runoff coefficient and total outflow peak through LIDs deployed in upstream, downstream and whole area. However, implementing LIDs merely is limited in delaying the peak time and drainage of runoff in downstream pipe network; the schemes of the coupling of LIDs and storage pumping station are remarkable in reducing peak outflow whose maximum reduction rates are 23.22%, 42.88%, 44.07%, and delaying its current time 29-187 min. By comparing and analyzing the corresponding reduction rate and peak time of each scheme, it is finally concluded that the combined scheme of laying LIDs and regulating storage pumping station in the downstream have the best comprehensive benefit.

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Last Update: 2023-06-20