Article(id=1223278137971180037, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223278131956551924, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20222358, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1667923200000, receivedDateStr=2022-11-09, revisedDate=1671811200000, revisedDateStr=2022-12-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1769581835501, onlineDateStr=2026-01-28, pubDate=1698163200000, pubDateStr=2023-10-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769581835501, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769581835501, creator=13701087609, updateTime=1769581835501, updator=13701087609, issue=Issue{id=1223278131956551924, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='10', 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=1769581834067, creator=13701087609, updateTime=1769584342407, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223288652869030422, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223278131956551924, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223288652869030423, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223278131956551924, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=41, endPage=45, ext={EN=ArticleExt(id=1223278138373833271, articleId=1223278137971180037, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Experimental Study on Influence of Unsteady Inflow Process on Hydrodynamics of Compound Open Channel, columnId=1222925279849341011, journalTitle=Water Resources and Power, columnName=HYDROLOGY, WATER RESOURCES AND ENVIRONMENT, runingTitle=null, highlight=null, articleAbstract=

The unsteady inflow process changes the hydrodynamic characteristics of the compound open channel and then determines the processes of material transfer and energy transfer in the floodplain and main channel. In order to study the influence of different unsteady inflow processes on the hydrodynamic characteristics of the compound open channel, indoor flume experiments were carried out to analyze the influence of different unsteady inflow processes on the water level, flow instability, and discharge per unit width process of the compound open channel, taking into account three factors: discharge amplitude, unsteady period, and rising duration. The results show that with the increase of discharge amplitude, the slope of wave peak growth of water level is greater than that of wave valley, and the wave height increases linearly. The discharge process of the unit width of the channel is deformed over time, and there is an obvious slow change process in the descending process of the main channel and the rising process of the floodplain. With the increase of the unsteady period, the wave peak of the water level increases, the wave valley decreases, and the wave height also increases linearly. The phenomenon of deformation of the unit width discharge of the channel over time disappears. The water level peaks and valleys change synchronously with the hydrologic skewness. When the hydrologic skewness (ratio of fluctuation water duration) is greater than 1, the rising process of the unit width discharge of the floodplain and main channel will also have an obvious slow change stage.

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非恒定来流过程改变了复式河道水动力特性,进而决定了滩槽的物质传输和能量传递过程。为研究不同非恒定来流过程对复式河道水动力特性的影响,开展室内水槽试验,考虑流量变幅、非恒定周期及涨水历时三个因素,分析不同非恒定来流过程对复式河道水位、水流非恒定性及滩槽单宽流量过程的影响。结果表明,随着流量变幅增加,水位波峰增长斜率大于波谷,波高线性增加,滩槽单宽流量过程均沿时间发生变形,主槽的下降过程和滩地的上升过程存在明显的缓变过程;随着非恒定周期增加,水位波峰增加,波谷降低,波高也呈线性增加,滩槽单宽流量沿时间变形的现象消失;水位波峰波谷与水文偏度同步变化,水文偏度(涨落水历时之比)大于1时,滩槽单宽流量的上升过程也会存在明显的缓变阶段。

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张涛涛(1992-),男,副教授,研究方向为水力学及河流动力学,E-mail:
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付俊(1995-),男,硕士研究生,研究方向为水力学,E-mail:

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付俊(1995-),男,硕士研究生,研究方向为水力学,E-mail:

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非恒定来流过程对复式河道水动力的影响试验研究
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付俊 1a , 张涛涛 2, 1b , 刘佳明 1a , 刘杰卿 1a
水电能源科学 | 水文水资源与环境 2023,41(10): 41-45
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水电能源科学 | 水文水资源与环境 2023, 41(10): 41-45
非恒定来流过程对复式河道水动力的影响试验研究
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付俊1a , 张涛涛2, 1b , 刘佳明1a, 刘杰卿1a
作者信息
  • 1.a.河海大学水利水电学院,江苏 南京 210098
  • 1.b.河海大学水科学研究院,江苏 南京 210098
  • 2.苏州科技大学环境科学与工程学院,江苏 苏州 215009
  • 付俊(1995-),男,硕士研究生,研究方向为水力学,E-mail:

通讯作者:

张涛涛(1992-),男,副教授,研究方向为水力学及河流动力学,E-mail:
Experimental Study on Influence of Unsteady Inflow Process on Hydrodynamics of Compound Open Channel
Jun FU1a , Tao-tao ZHANG2, 1b , Jia-ming LIU1a, Jie-qing LIU1a
Affiliations
  • 1a.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
  • 1b.Institute of Water Science and Technology, Hohai University, Nanjing 210098, China
  • 2.School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China
出版时间: 2023-10-25 doi: 10.20040/j.cnki.1000-7709.2023.20222358
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非恒定来流过程改变了复式河道水动力特性,进而决定了滩槽的物质传输和能量传递过程。为研究不同非恒定来流过程对复式河道水动力特性的影响,开展室内水槽试验,考虑流量变幅、非恒定周期及涨水历时三个因素,分析不同非恒定来流过程对复式河道水位、水流非恒定性及滩槽单宽流量过程的影响。结果表明,随着流量变幅增加,水位波峰增长斜率大于波谷,波高线性增加,滩槽单宽流量过程均沿时间发生变形,主槽的下降过程和滩地的上升过程存在明显的缓变过程;随着非恒定周期增加,水位波峰增加,波谷降低,波高也呈线性增加,滩槽单宽流量沿时间变形的现象消失;水位波峰波谷与水文偏度同步变化,水文偏度(涨落水历时之比)大于1时,滩槽单宽流量的上升过程也会存在明显的缓变阶段。

复式河道  /  非恒定  /  来流过程  /  主槽  /  滩地

The unsteady inflow process changes the hydrodynamic characteristics of the compound open channel and then determines the processes of material transfer and energy transfer in the floodplain and main channel. In order to study the influence of different unsteady inflow processes on the hydrodynamic characteristics of the compound open channel, indoor flume experiments were carried out to analyze the influence of different unsteady inflow processes on the water level, flow instability, and discharge per unit width process of the compound open channel, taking into account three factors: discharge amplitude, unsteady period, and rising duration. The results show that with the increase of discharge amplitude, the slope of wave peak growth of water level is greater than that of wave valley, and the wave height increases linearly. The discharge process of the unit width of the channel is deformed over time, and there is an obvious slow change process in the descending process of the main channel and the rising process of the floodplain. With the increase of the unsteady period, the wave peak of the water level increases, the wave valley decreases, and the wave height also increases linearly. The phenomenon of deformation of the unit width discharge of the channel over time disappears. The water level peaks and valleys change synchronously with the hydrologic skewness. When the hydrologic skewness (ratio of fluctuation water duration) is greater than 1, the rising process of the unit width discharge of the floodplain and main channel will also have an obvious slow change stage.

compound open channel  /  unsteady  /  inflow process  /  main channel  /  floodplain
付俊, 张涛涛, 刘佳明, 刘杰卿. 非恒定来流过程对复式河道水动力的影响试验研究. 水电能源科学, 2023 , 41 (10) : 41 -45 . DOI: 10.20040/j.cnki.1000-7709.2023.20222358
Jun FU, Tao-tao ZHANG, Jia-ming LIU, Jie-qing LIU. Experimental Study on Influence of Unsteady Inflow Process on Hydrodynamics of Compound Open Channel[J]. Water Resources and Power, 2023 , 41 (10) : 41 -45 . DOI: 10.20040/j.cnki.1000-7709.2023.20222358
  • 国家自然科学基金长江联合基金项目(U2240209)
  • 高等学校学科引智计划项目(B17015)
  • 水文水资源与水利工程科学国家重点实验室自主研究项目(521013152)
2023年第41卷第10期
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doi: 10.20040/j.cnki.1000-7709.2023.20222358
  • 接收时间:2022-11-09
  • 首发时间:2026-01-28
  • 出版时间:2023-10-25
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  • 收稿日期:2022-11-09
  • 修回日期:2022-12-24
基金
国家自然科学基金长江联合基金项目(U2240209)
高等学校学科引智计划项目(B17015)
水文水资源与水利工程科学国家重点实验室自主研究项目(521013152)
作者信息
    1.a.河海大学水利水电学院,江苏 南京 210098
    1.b.河海大学水科学研究院,江苏 南京 210098
    2.苏州科技大学环境科学与工程学院,江苏 苏州 215009

通讯作者:

张涛涛(1992-),男,副教授,研究方向为水力学及河流动力学,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
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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