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Analysis of Influence of Different Spillway Bends on Spiral Flow of Spillway Side Troughs
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Jin-nan GUO1, Yong QIU1, Pei-shan HE2, Si-heng WU1, Lun-yong JI1
Water Resources and Power | 2023, 41(9) : 98 - 102
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Water Resources and Power | 2023, 41(9): 98-102
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Analysis of Influence of Different Spillway Bends on Spiral Flow of Spillway Side Troughs
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Jin-nan GUO1, Yong QIU1, Pei-shan HE2, Si-heng WU1, Lun-yong JI1
Affiliations
  • 1.College of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650201, China
  • 2.Kunming Hongzhao Water Conservancy and Hydropower Engineering Design Consulting Co., Ltd., Kunming 650020, China
Published: 2023-09-25 doi: 10.20040/j.cnki.1000-7709.2023.20222149
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For side channel spillways, although the adjustment section can be arranged on the downstream side to smooth the water flow, it is difficult to completely avoid the interference of the transverse axis spiral flow on the water flow pattern of the chute. Through numerical simulation, the impacts of the curved circulation in the turning section of the chute on the spiral flow on the lateral axis of the side trough were studied. The results show that when the direction of the circulation and the spiral flow are the same (the turning angle is 14.505°), the streamline in the bend rolls obliquely from the concave bank to the convex bank, the superposition of the flow velocity is obvious, and the circulation intensity intensifies. The lateral flow velocity of the outlet section of the curve reaches 3.29 m/s, and the height difference of the outlet water surface has reached 1.140 m (low left and high right); When the circulation flow of channel bend and spiral flow are in opposite directions (the turning angle is -5°); The water flow in the bend turns from both sides to the axis and then flows downstream, and the circulation phenomenon almost disappears; The lateral flow velocity at the outlet section of the bend decreases to -0.19 m/s, and the height difference of the outlet water surface decreases to -0.467 m (high left and low right). That is, the turbulence of the spiral flow in the upstream groove can be improved by providing a curved path in the chute.

transverse velocity  /  vertical velocity  /  chute circulation flow of channel bend  /  side groove spiral flow  /  water flow regime
Jin-nan GUO, Yong QIU, Pei-shan HE, Si-heng WU, Lun-yong JI. Analysis of Influence of Different Spillway Bends on Spiral Flow of Spillway Side Troughs[J]. Water Resources and Power, 2023 , 41 (9) : 98 -102 . DOI: 10.20040/j.cnki.1000-7709.2023.20222149
Year 2023 volume 41 Issue 9
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20222149
  • Receive Date:2022-10-16
  • Online Date:2026-01-28
  • Published:2023-09-25
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History
  • Received:2022-10-16
  • Revised:2022-11-17
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Affiliations
    1.College of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650201, China
    2.Kunming Hongzhao Water Conservancy and Hydropower Engineering Design Consulting Co., Ltd., Kunming 650020, 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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