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Study on Peak Runoff Control Effect of LID Facilities Based on Sponge City Sub-catchment Area
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Yong-fan CHEN1, Hua-ting ZHANG1, Xiao-lin WU2, Ya-li LIU1
Water Resources and Power | 2023, 41(9) : 73 - 76
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Water Resources and Power | 2023, 41(9): 73-76
HYDROLOGICAL FORECAST AND OPTIMAL SCHEDULING
Study on Peak Runoff Control Effect of LID Facilities Based on Sponge City Sub-catchment Area
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Yong-fan CHEN1, Hua-ting ZHANG1, Xiao-lin WU2, Ya-li LIU1
Affiliations
  • 1.CMCU Engineering Co., Ltd., Chongqing 400039, China
  • 2.CCTEG Chongqing Engineering (Group) Co., Ltd., Chongqing 400042, China
Published: 2023-09-25 doi: 10.20040/j.cnki.1000-7709.2023.20230427
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In order to explore the solution to the risk of ponding and waterlogging in the sub-catchment area during sponge city design, SWMM modeling was used to study the peak runoff control characteristics of LID facilities and their combinations under different recurrence interval, as well as the peak runoff control laws of the incremental scale of volumetric LID facilities. The study shows that the peak runoff control effect of volumetric LID facilities is mainly achieved through peak time delay, while the peak runoff control effect of permeable LID facilities is mainly achieved through overall runoff reduction, and the peak runoff control effect of volumetric LID facilities is more significant; Only the combination of permeable LID facilities cannot significantly reduce peak runoff and delay peak time on a rainfall event with a recurrence interval of 5 years or more. When combined with volumetric LID facilities, it can achieve a peak runoff reduction rate of over 20% for rainfall with a recurrence interval of less than 10 years; When the scale of permeable LID facilities increases by 60% or more, the peak runoff reduction effect is more obvious for rainfall with a recurrence interval of 50 years or less; When its scale increases by 80% or more, it can basically ensure that the total runoff volume of post-development does not exceed which of pre-development with a recurrence interval of 50 years or less. The research results are aimed at exploring solutions to the risk of ponding and waterlogging in local areas, which provides theoretical reference for the design of peak runoff control in actual sponge city sub-catchments.

sponge city  /  sub-catchment area  /  LID facilities  /  peak runoff
Yong-fan CHEN, Hua-ting ZHANG, Xiao-lin WU, Ya-li LIU. Study on Peak Runoff Control Effect of LID Facilities Based on Sponge City Sub-catchment Area[J]. Water Resources and Power, 2023 , 41 (9) : 73 -76 . DOI: 10.20040/j.cnki.1000-7709.2023.20230427
Year 2023 volume 41 Issue 9
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doi: 10.20040/j.cnki.1000-7709.2023.20230427
  • Receive Date:2023-03-21
  • Online Date:2026-01-28
  • Published:2023-09-25
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  • Received:2023-03-21
  • Revised:2023-04-24
Affiliations
    1.CMCU Engineering Co., Ltd., Chongqing 400039, China
    2.CCTEG Chongqing Engineering (Group) Co., Ltd., Chongqing 400042, China
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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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