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Simulation Study on Factors Influencing Drainage Capacity of Urban Pipe Network in Plain River Network
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Yan WANG1, 2, Gui-e ZHU1, Yong ZHU1, Gang WANG2
Water Resources and Power | 2023, 41(10) : 115 - 118
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Water Resources and Power | 2023, 41(10): 115-118
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Simulation Study on Factors Influencing Drainage Capacity of Urban Pipe Network in Plain River Network
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Yan WANG1, 2, Gui-e ZHU1, Yong ZHU1, Gang WANG2
Affiliations
  • 1.Shanghai Investigation, Design & Research Institute Co., Ltd., Shanghai 200434, China
  • 2.College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China
Published: 2023-10-25 doi: 10.20040/j.cnki.1000-7709.2023.20230006
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The problem of standard disconnection often exists in the two-level drainage mode of plain river network cities in China. As a result, when heavy rainfall occurs, the hydraulic characteristics and drainage capacity of pipe network system are affected by both rainfall intensity and water level of drainage water, making it difficult for waterlogging to discharge out. Therefore, taking the municipal drainage system and water drainage system of Suzhou Industrial Park as an example, the multi-scenario flood process simulation based on SWMM was carried out, and the analysis showed that when the river water level was between 1.70 m and 2.30 m, the main reason for the water accumulation in the study area was the insufficient capacity of the current pipe network system itself, and the river water level aggravated the water accumulation. When the water level exceeded 2.30 m and keep rising, the drainage capacity of the pipe network system decreased sharply, and the river level gradually became the main factor restricting the flow capacity of the pipeline and aggravating the degree of water accumulation. It is suggested that the maximum water level for river drainage control in the study area should be around 2.30-2.32 m. This conclusion can provide reference for urban river level regulation to improve urban drainage and waterlogging capacity.

river water level  /  drainage capacity of pipe network  /  SWMM model  /  hydraulic slope drop
Yan WANG, Gui-e ZHU, Yong ZHU, Gang WANG. Simulation Study on Factors Influencing Drainage Capacity of Urban Pipe Network in Plain River Network[J]. Water Resources and Power, 2023 , 41 (10) : 115 -118 . DOI: 10.20040/j.cnki.1000-7709.2023.20230006
Year 2023 volume 41 Issue 10
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20230006
  • Receive Date:2023-01-02
  • Online Date:2026-01-28
  • Published:2023-10-25
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History
  • Received:2023-01-02
  • Revised:2023-02-01
Affiliations
    1.Shanghai Investigation, Design & Research Institute Co., Ltd., Shanghai 200434, China
    2.College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China
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https://castjournals.cast.org.cn/joweb/sdnykx/EN/10.20040/j.cnki.1000-7709.2023.20230006
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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