Article(id=1223202684501606568, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223202678788965355, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20230264, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1677513600000, receivedDateStr=2023-02-28, revisedDate=1679068800000, revisedDateStr=2023-03-18, acceptedDate=null, acceptedDateStr=null, onlineDate=1769563845991, onlineDateStr=2026-01-28, pubDate=1703433600000, pubDateStr=2023-12-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769563845991, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769563845991, creator=13701087609, updateTime=1769563845991, updator=13701087609, issue=Issue{id=1223202678788965355, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='12', pageStart='1', pageEnd='228', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769563844630, creator=13701087609, updateTime=1769563913308, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223202966899901286, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223202678788965355, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223202966899901287, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223202678788965355, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=113, endPage=116, ext={EN=ArticleExt(id=1223202685810229539, articleId=1223202684501606568, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Hydraulic Transient Process Characteristics of Underground Roadway Group in Mine-type Pumped Storage Power Station, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

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.

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矿井式抽水蓄能电站利用地下巷道群作为下库,在水力过渡过程中存在复杂多变的明满流流态,直接影响系统的运行稳定性和巷道群的水力安全。基于水力系统3D数值模拟技术,考虑下库充水、发电甩荷和抽水断电3个控制工况,分析巷道群水流的过渡过程特性及水力参数的演变规律,评估其对巷道群水力安全的影响。研究表明,下库(巷道群)在初次充水过程中无明显的不利流态,下库死水位发电甩荷时调节池水位下降幅度小于0.4 m,下库正常蓄水位抽水断电时调节池水位上升幅度小于10.0 m;巷道群在过渡过程均能正常进排气,巷道断面明满流等流态过渡平稳,调节池和通风道满足水力优化布置要求,可保障巷道群的水力安全。

, correspAuthors=null, authorNote=null, correspAuthorsNote=
周建旭(1971-),男,博士、教授、博导,研究方向为水电站过渡过程,E-mail:
, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=SvBKpyKVDOfxErVeRPuqXg==, magXml=LFvdOQqvrA7aDANga9JeTw==, pdfUrl=null, pdf=TINF8YHZaixyOQKBQ8iRFA==, pdfFileSize=2037583, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=bEj+SNIecdgnGN8Ne0ogwg==, mapNumber=null, authorCompany=null, fund=null, authors=

张沛顶(1976-),男,教授级高级工程师,研究方向为煤炭开采技术,E-mail:

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张沛顶(1976-),男,教授级高级工程师,研究方向为煤炭开采技术,E-mail:

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张沛顶(1976-),男,教授级高级工程师,研究方向为煤炭开采技术,E-mail:

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矿井式抽水蓄能电站地下巷道群水力过渡过程特性研究
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张沛顶 1 , 苗梅 2 , 朱丽至 3 , 韩云 1 , 邬敏 2 , 周建旭 3 , 马枫林 1 , 王育芳 1 , 张洪亮 1 , 滕云龙 1 , 李尊龙 1
水电能源科学 | 水利水电工程 2023,41(12): 113-116
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水电能源科学 | 水利水电工程 2023, 41(12): 113-116
矿井式抽水蓄能电站地下巷道群水力过渡过程特性研究
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张沛顶1 , 苗梅2, 朱丽至3, 韩云1, 邬敏2, 周建旭3 , 马枫林1, 王育芳1, 张洪亮1, 滕云龙1, 李尊龙1
作者信息
  • 1.上海大屯能源股份有限公司,江苏 徐州 221611
  • 2.中电联电力发展研究院有限公司,北京 100053
  • 3.河海大学水利水电学院,江苏 南京 210024
  • 张沛顶(1976-),男,教授级高级工程师,研究方向为煤炭开采技术,E-mail:

通讯作者:

周建旭(1971-),男,博士、教授、博导,研究方向为水电站过渡过程,E-mail:
Hydraulic Transient Process Characteristics of Underground Roadway Group in Mine-type Pumped Storage Power Station
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
出版时间: 2023-12-25 doi: 10.20040/j.cnki.1000-7709.2023.20230264
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矿井式抽水蓄能电站利用地下巷道群作为下库,在水力过渡过程中存在复杂多变的明满流流态,直接影响系统的运行稳定性和巷道群的水力安全。基于水力系统3D数值模拟技术,考虑下库充水、发电甩荷和抽水断电3个控制工况,分析巷道群水流的过渡过程特性及水力参数的演变规律,评估其对巷道群水力安全的影响。研究表明,下库(巷道群)在初次充水过程中无明显的不利流态,下库死水位发电甩荷时调节池水位下降幅度小于0.4 m,下库正常蓄水位抽水断电时调节池水位上升幅度小于10.0 m;巷道群在过渡过程均能正常进排气,巷道断面明满流等流态过渡平稳,调节池和通风道满足水力优化布置要求,可保障巷道群的水力安全。

矿井式抽水蓄能电站  /  地下巷道群  /  通风道  /  过渡过程  /  数值模拟

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
张沛顶, 苗梅, 朱丽至, 韩云, 邬敏, 周建旭, 马枫林, 王育芳, 张洪亮, 滕云龙, 李尊龙. 矿井式抽水蓄能电站地下巷道群水力过渡过程特性研究. 水电能源科学, 2023 , 41 (12) : 113 -116 . DOI: 10.20040/j.cnki.1000-7709.2023.20230264
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
2023年第41卷第12期
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doi: 10.20040/j.cnki.1000-7709.2023.20230264
  • 接收时间:2023-02-28
  • 首发时间:2026-01-28
  • 出版时间:2023-12-25
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  • 收稿日期:2023-02-28
  • 修回日期:2023-03-18
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作者信息
    1.上海大屯能源股份有限公司,江苏 徐州 221611
    2.中电联电力发展研究院有限公司,北京 100053
    3.河海大学水利水电学院,江苏 南京 210024

通讯作者:

周建旭(1971-),男,博士、教授、博导,研究方向为水电站过渡过程,E-mail:
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2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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