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Numerical Simulation of Falling-sill Dissipation Characteristics of Terminal Drainage Outlets in Mountainous Cities
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Jun MAO1, Heng-yue HUANG1, Yao CHEN1, Fei LIU1, Shao-chun YUAN1, Chun-juan GAN2
Water Resources and Power | 2023, 41(8) : 139 - 142
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Water Resources and Power | 2023, 41(8): 139-142
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Numerical Simulation of Falling-sill Dissipation Characteristics of Terminal Drainage Outlets in Mountainous Cities
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Jun MAO1, Heng-yue HUANG1, Yao CHEN1, Fei LIU1, Shao-chun YUAN1, Chun-juan GAN2
Affiliations
  • 1.School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China
  • 2.Chongqing Municipal Research Institute of Design Co., Ltd., Chongqing 400012, China
Published: 2023-08-25 doi: 10.20040/j.cnki.1000-7709.2023.20222154
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When the source-based reduction facilities cannot be carried out during the construction of sponge city, the stormwater control measures (SCM) are usually set up at the terminal drainage outlets to achieve the goal of runoff control and pollutant reduction. Because there is usually large drop between the drainage outlet and the waterfront zone in mountain city, resulting in a high flow rate of water from the drainage outlets, it is easy to cause strong hydraulic erosion to the SCM and may adversely affect their normal operation. Based on the falling-sill dissipation facility installed according to the high drop topographic features of drainage outlets in Chongqing urban, the numerical model with FULENT software was constructed to simulate the hydraulic process of different energy dissipation configurations in this study. The results show that the solid-baffle typed falling-sill dissipation facility has out-performance energy dissipation, and the energy dissipation rate was as high as 90%, and the outlet velocity of the end of facilities was irrelevant to the inlet flow, while only related to single drop height. The higher the single drop height, the water flow was susceptible to form a hydraulic vortex in the backwater area of falling-sill under the influence of potential energy, which can lead the greatest extent of turbulence kinetic energy dissipation, and finally result in a gradual decrease of the maximum pressure of water flow in the horizontal direction to achieve the targeted hydraulic energy dissipation.

stormwater control measures  /  falling-sill dissipation  /  dissipation configuration  /  energy dissipation rate  /  numerical simulation
Jun MAO, Heng-yue HUANG, Yao CHEN, Fei LIU, Shao-chun YUAN, Chun-juan GAN. Numerical Simulation of Falling-sill Dissipation Characteristics of Terminal Drainage Outlets in Mountainous Cities[J]. Water Resources and Power, 2023 , 41 (8) : 139 -142 . DOI: 10.20040/j.cnki.1000-7709.2023.20222154
Year 2023 volume 41 Issue 8
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doi: 10.20040/j.cnki.1000-7709.2023.20222154
  • Receive Date:2022-10-16
  • Online Date:2026-01-28
  • Published:2023-08-25
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  • Received:2022-10-16
  • Revised:2022-11-06
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Affiliations
    1.School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China
    2.Chongqing Municipal Research Institute of Design Co., Ltd., Chongqing 400012, China
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https://castjournals.cast.org.cn/joweb/sdnykx/EN/10.20040/j.cnki.1000-7709.2023.20222154
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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
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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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