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The First Flush Characteristics and Determination of First Flush Volume for Particulate and Dissolved Pollutants in Typical Urban Roof and Road Stormwater Runoff
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Mo-han LIU1a, Wei ZHANG1a, 1b, 1c, Hui-chao SUN1a, He-qing ZHANG2, Jin-qi YU2, Ying WANG1a, Miao-miao LIU1a, Xuan WANG1a
Water Resources and Power | 2025, 43(9) : 42 - 46
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Water Resources and Power | 2025, 43(9): 42-46
The First Flush Characteristics and Determination of First Flush Volume for Particulate and Dissolved Pollutants in Typical Urban Roof and Road Stormwater Runoff
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Mo-han LIU1a, Wei ZHANG1a, 1b, 1c, Hui-chao SUN1a, He-qing ZHANG2, Jin-qi YU2, Ying WANG1a, Miao-miao LIU1a, Xuan WANG1a
Affiliations
  • 1a.Beijing Engineering Research Center of Sustainable Urban Sewage System Construction and Risk Control, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • 1b.Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • 1c.Beijing Energy Conservation & Sustainable Urban and Rural Development Provincial and Ministry Co-construction Collaboration Innovation Center, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • 2.China State Construction Engineering Group SCIMEE Sci. & Tech. Co., Ltd., Chengdu 610045, China
Published: 2025-09-25 doi: 10.20040/j.cnki.1000-7709.2025.20242014
Outline
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To clarify the first flush characteristics of particulate and dissolved pollutants in urban roof and road runoff and to scientifically determine the first flush volume (VFF), this study investigated the typical cement roof and asphalt road runoff in Beijing using the M (V) curve method. The approach involved calculating average pollutant concentrations in specified runoff increments during rainfall events to assess water quality variations, quantify VFF, and evaluate corresponding runoff pollution control effectiveness. The results show that the pollution levels of particulate and dissolved chemical oxygen demand (COD) and phosphorus in runoff from asphalt road are significantly higher than those from cement roof (p<0.05), but no such significant difference is observed for particulate and dissolved nitrogen. Particulate pollutants in cement roof runoff exhibit a stronger first flush phenomenon, whereas the first flush phenomenon of dissolved pollutants is more pronounced in asphalt road runoff. Except for the pollution indicators with weaker first flush phenomenon, there are significant differences between VFF of COD, total nitrogen (TN), and total phosphorus (TP) and their particulate or dissolved indicators. According to the current national standard, the first 3 mm of runoff shall be discarded, cement roof and asphalt road can achieve SS pollution control rates of (65.26±32.40)% and (65.43±23.81)%, respectively, and COD pollution control rates of (58.17±32.49)% and (59.06±31.48)%, respectively. Higher runoff pollution control results will be obtained if VFF is determined based on actual monitoring data. The findings will provide reference for implementing targeted control strategies and methods for particulate and dissolved pollutants in urban stormwater runoff.

first flush  /  runoff pollution  /  cement roof  /  asphalt road  /  particulate  /  dissolved
Mo-han LIU, Wei ZHANG, Hui-chao SUN, He-qing ZHANG, Jin-qi YU, Ying WANG, Miao-miao LIU, Xuan WANG. The First Flush Characteristics and Determination of First Flush Volume for Particulate and Dissolved Pollutants in Typical Urban Roof and Road Stormwater Runoff[J]. Water Resources and Power, 2025 , 43 (9) : 42 -46 . DOI: 10.20040/j.cnki.1000-7709.2025.20242014
Year 2025 volume 43 Issue 9
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Article Info
doi: 10.20040/j.cnki.1000-7709.2025.20242014
  • Receive Date:2024-10-27
  • Online Date:2025-12-16
  • Published:2025-09-25
Article Data
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History
  • Received:2024-10-27
  • Revised:2024-11-25
Funding
Affiliations
    1a.Beijing Engineering Research Center of Sustainable Urban Sewage System Construction and Risk Control, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
    1b.Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
    1c.Beijing Energy Conservation & Sustainable Urban and Rural Development Provincial and Ministry Co-construction Collaboration Innovation Center, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
    2.China State Construction Engineering Group SCIMEE Sci. & Tech. Co., Ltd., Chengdu 610045, China
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https://castjournals.cast.org.cn/joweb/sdnykx/EN/10.20040/j.cnki.1000-7709.2025.20242014
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表12种不同金属材料的力学参数

Family
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Number of
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Number of
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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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