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Hydraulic Transient Process Characteristics of Underground Roadway Group in Mine-type Pumped Storage Power Station
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Pei-ding ZHANG1, Mei MIAO2, Li-zhi ZHU3, Yun HAN1, Min WU2, Jian-xu ZHOU3, Feng-lin MA1, Yu-fang WANG1, Hong-liang ZHANG1, Yun-long TENG1, Zun-long LI1
Water Resources and Power | 2023, 41(12) : 113 - 116
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Water Resources and Power | 2023, 41(12): 113-116
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Hydraulic Transient Process Characteristics of Underground Roadway Group in Mine-type Pumped Storage Power Station
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Pei-ding ZHANG1, Mei MIAO2, Li-zhi ZHU3, Yun HAN1, Min WU2, Jian-xu ZHOU3, Feng-lin MA1, Yu-fang WANG1, Hong-liang ZHANG1, Yun-long TENG1, Zun-long LI1
Affiliations
  • 1.Shanghai Datun Energy Co., Ltd., Xuzhou 221611, China
  • 2.China Electric Power Development Research Institute Co., Ltd., Beijing 100053, China
  • 3.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
Published: 2023-12-25 doi: 10.20040/j.cnki.1000-7709.2023.20230264
Outline
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The phenomenon of mixed free-surface-pressure flow exists in the process of water level variation in the lower reservoir (roadway group) of mine-type pumped storage power station, which directly affects the operation stability of the system and the hydraulic safety of the roadway group. Based on 3D numerical simulation technology of hydraulic system, considering the three controlling cases including lower reservoir water filling, load rejection and pumping power failure, the characteristics of the transition process of water flow in roadway group and the evolution law of related hydraulic parameters were analyzed, and its influence on the hydraulic safety of roadway group was evaluated. The research shows that there is no obvious unfavorable flow pattern in the initial water filling process of the lower reservoir (roadway group); For load rejection with dead water level of the lower reservoir, the water level of the regulating pool decreases by less than 0.4 m, and for pumping power failure with the normal water level of the lower reservoir, the water level of the regulating pool increases by less than 10.0 m; The roadway group can enter and exhaust normally during the transition process, and the hydraulic transitions in the roadway section is smooth including the possible free-surface-pressure flow; The regulating pool and the ventilation channel meet the requirements of hydraulic optimization to ensure the hydraulic safety of the roadway group.

mine-type pumped storage power station  /  underground roadway group  /  ventilation duct  /  hydraulic transient process  /  numerical simulation
Pei-ding ZHANG, Mei MIAO, Li-zhi ZHU, Yun HAN, Min WU, Jian-xu ZHOU, Feng-lin MA, Yu-fang WANG, Hong-liang ZHANG, Yun-long TENG, Zun-long LI. Hydraulic Transient Process Characteristics of Underground Roadway Group in Mine-type Pumped Storage Power Station[J]. Water Resources and Power, 2023 , 41 (12) : 113 -116 . DOI: 10.20040/j.cnki.1000-7709.2023.20230264
Year 2023 volume 41 Issue 12
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20230264
  • Receive Date:2023-02-28
  • Online Date:2026-01-28
  • Published:2023-12-25
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History
  • Received:2023-02-28
  • Revised:2023-03-18
Affiliations
    1.Shanghai Datun Energy Co., Ltd., Xuzhou 221611, China
    2.China Electric Power Development Research Institute Co., Ltd., Beijing 100053, China
    3.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, 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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