Article(id=1223196807988102018, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221035, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1652630400000, receivedDateStr=2022-05-16, revisedDate=1663689600000, revisedDateStr=2022-09-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1769562444922, onlineDateStr=2026-01-28, pubDate=1692892800000, pubDateStr=2023-08-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769562444922, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769562444922, creator=13701087609, updateTime=1769562444922, updator=13701087609, issue=Issue{id=1223196803663778281, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='8', pageStart='1', pageEnd='222', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769562443888, creator=13701087609, updateTime=1769563793740, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223202465391166440, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223202465391166441, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=98, endPage=100, ext={EN=ArticleExt(id=1223196808256537486, articleId=1223196807988102018, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Comparative Analysis of Wave Run-up of High Wave Wall Earth Rockfill Dam, columnId=1222925280734335368, journalTitle=Water Resources and Power, columnName=DAM SAFETY AND MONITORING, runingTitle=null, highlight=null, articleAbstract=

In view of the case that the high wave wall changes from inclined to vertical near the dam slope and crest, numerical simulation and physical model tests were used to mutually verify the calculation of wave run-up. The working conditions of different wave elements and water depth in front of the dam were analyzed to study the impact of high wave walls on wave run-up in the reservoir. The results show that when the same wave factor is applied to different reservoir depths, the wave run-up shows an inverted parabolic trend with the reservoir depth; The maximum wave run-up occurs at the intersection of the vertical section of the wave wall and the slope section; When the water depth in front of the wall is higher than the intersection of the vertical section and the slope section, the wave run-up calculated by the standard method is larger compared with the results of mathematical and physical models. The finding can provide a reference for the refined design of the top elevation of high wave walls considering the impact of wave run-up in the design of earth-rockfill dam.

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针对高防浪墙在坝坡坝顶附近由倾斜变为直立的情况,利用数值模拟和物理模型试验的方法对波浪爬高计算进行相互印证。对不同波浪要素、坝前水深工况进行分析,研究高防浪墙对水库波浪爬高的影响。结果表明,同一波浪要素针对不同水库水深时,波浪爬高随着水库水深呈倒抛物线趋势;波浪爬高在水深位于防浪墙直立段与坝坡斜坡段交汇处最大;当墙前水深高于直立段与斜坡段交汇处时,与数模和物模结果相比,规范法计算的波浪爬高偏大。研究结果可为土石坝工程设计时考虑波浪爬高影响的高防浪墙顶高程精细化设计提供参考。

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银佳男(1992-),男,工程师,研究方向为水工结构,E-mail:

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银佳男(1992-),男,工程师,研究方向为水工结构,E-mail:

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银佳男(1992-),男,工程师,研究方向为水工结构,E-mail:

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高防浪墙土石坝波浪爬高对比分析
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银佳男 1 , 张彦泽 2 , 杨海滔 1 , 王胜利 2 , 曹宇隆 3
水电能源科学 | 大坝安全与监测 2023,41(8): 98-100
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水电能源科学 | 大坝安全与监测 2023, 41(8): 98-100
高防浪墙土石坝波浪爬高对比分析
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银佳男1 , 张彦泽2, 杨海滔1, 王胜利2, 曹宇隆3
作者信息
  • 1.中水东北勘测设计研究有限责任公司,吉林 长春 130021
  • 2.内蒙古水务投资集团有限公司,内蒙古 呼和浩特 010020
  • 3.内蒙古引绰济辽供水有限责任公司,内蒙古 兴安 137699
  • 银佳男(1992-),男,工程师,研究方向为水工结构,E-mail:

Comparative Analysis of Wave Run-up of High Wave Wall Earth Rockfill Dam
Jia-nan YIN1 , Yan-ze ZHANG2, Hai-tao YANG1, Sheng-li WANG2, Yu-long CAO3
Affiliations
  • 1.China Water Northeastern Investigation, Design & Research Co., Ltd., Changchun 130021, China
  • 2.Inner Mongolia Water Investment Group Co., Ltd., Hohhot 010020, China
  • 3.Inner Mongolia Yin Cao Ji Liao Water Supply Co., Ltd., Hinggan League 137699, China
出版时间: 2023-08-25 doi: 10.20040/j.cnki.1000-7709.2023.20221035
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针对高防浪墙在坝坡坝顶附近由倾斜变为直立的情况,利用数值模拟和物理模型试验的方法对波浪爬高计算进行相互印证。对不同波浪要素、坝前水深工况进行分析,研究高防浪墙对水库波浪爬高的影响。结果表明,同一波浪要素针对不同水库水深时,波浪爬高随着水库水深呈倒抛物线趋势;波浪爬高在水深位于防浪墙直立段与坝坡斜坡段交汇处最大;当墙前水深高于直立段与斜坡段交汇处时,与数模和物模结果相比,规范法计算的波浪爬高偏大。研究结果可为土石坝工程设计时考虑波浪爬高影响的高防浪墙顶高程精细化设计提供参考。

高防浪墙土石坝  /  波浪爬高  /  规范法  /  数学物理模型试验

In view of the case that the high wave wall changes from inclined to vertical near the dam slope and crest, numerical simulation and physical model tests were used to mutually verify the calculation of wave run-up. The working conditions of different wave elements and water depth in front of the dam were analyzed to study the impact of high wave walls on wave run-up in the reservoir. The results show that when the same wave factor is applied to different reservoir depths, the wave run-up shows an inverted parabolic trend with the reservoir depth; The maximum wave run-up occurs at the intersection of the vertical section of the wave wall and the slope section; When the water depth in front of the wall is higher than the intersection of the vertical section and the slope section, the wave run-up calculated by the standard method is larger compared with the results of mathematical and physical models. The finding can provide a reference for the refined design of the top elevation of high wave walls considering the impact of wave run-up in the design of earth-rockfill dam.

high wave wall earth rockfill dam  /  wave run-up  /  normative law  /  numerical physical model test
银佳男, 张彦泽, 杨海滔, 王胜利, 曹宇隆. 高防浪墙土石坝波浪爬高对比分析. 水电能源科学, 2023 , 41 (8) : 98 -100 . DOI: 10.20040/j.cnki.1000-7709.2023.20221035
Jia-nan YIN, Yan-ze ZHANG, Hai-tao YANG, Sheng-li WANG, Yu-long CAO. Comparative Analysis of Wave Run-up of High Wave Wall Earth Rockfill Dam[J]. Water Resources and Power, 2023 , 41 (8) : 98 -100 . DOI: 10.20040/j.cnki.1000-7709.2023.20221035
  • 国家重点研发计划(SQ2020YFF0423889)
2023年第41卷第8期
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doi: 10.20040/j.cnki.1000-7709.2023.20221035
  • 接收时间:2022-05-16
  • 首发时间:2026-01-28
  • 出版时间:2023-08-25
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  • 收稿日期:2022-05-16
  • 修回日期:2022-09-21
基金
国家重点研发计划(SQ2020YFF0423889)
作者信息
    1.中水东北勘测设计研究有限责任公司,吉林 长春 130021
    2.内蒙古水务投资集团有限公司,内蒙古 呼和浩特 010020
    3.内蒙古引绰济辽供水有限责任公司,内蒙古 兴安 137699
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2种不同金属材料的力学参数

Family
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Number of
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种数
Number of
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占总种数比例
Percentage of
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Genus
种数
Number of
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Percentage of total
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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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