Article(id=1223185959261422121, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223185958363841064, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221713, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1660665600000, receivedDateStr=2022-08-17, revisedDate=1662912000000, revisedDateStr=2022-09-12, acceptedDate=null, acceptedDateStr=null, onlineDate=1769559858380, onlineDateStr=2026-01-28, pubDate=1679673600000, pubDateStr=2023-03-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769559858380, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769559858380, creator=13701087609, updateTime=1769559858380, updator=13701087609, issue=Issue{id=1223185958363841064, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='3', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769559858149, creator=13701087609, updateTime=1769561242661, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223191765415477785, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223185958363841064, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223191765415477786, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223185958363841064, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=57, endPage=60, ext={EN=ArticleExt(id=1223185959542440491, articleId=1223185959261422121, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Applicability Analysis of Reasoning Formula Method in Design Flood Calculation of Complex Hilly Landform, columnId=1222925283431272938, journalTitle=Water Resources and Power, columnName=HYDROLOGICAL FORECAST AND OPTIMAL SCHEDULING, runingTitle=null, highlight=null, articleAbstract=

In order to study the applicability and error sources of reasoning formula method in design flood calculation in complex hilly areas, Morris screening method was used to analyze the sensitivity of reasoning formula method parameters. The applicability of reasoning formula method in different watershed areas was analyzed by comparing with hydrological comparison method and historical flood survey results. The results show that the area average rainfall is the main error source of the reasoning formula method, and the error tends to increase with the area of the basin. The reasoning formula method can still be applied to the basin with an area of 500-1 000 km2 by reasonable selection of parameters. Taking Pujiang River Basin as an example, using the traditional area rainfall calculation method (without reduction), when the control section catchment area is about 100 km2, 100-500 km2 and more than 500 km2, the error is 5.1%-5.3%, 11.2%-16.0% and 25.2%-25.5%, respectively. When the basin area is larger than 500 km2, the calculated result is only about 0.2% smaller than the historical survey data after reasonable reduction of area rainfall.

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为研究推理公式法在复杂丘陵地区设计洪水计算中的适用性和误差来源,采用Morris筛选法分析了推理公式法参数的敏感性,通过与水文比拟法、历史洪水调查等结果进行对比,分析了推理公式法在不同流域面积的适用性。结果表明,面平均雨量是推理公式法主要的误差来源,误差随流域面积增大呈增加趋势,通过合理选择参数,对于面积在500~1 000 km2的流域,推理公式法仍具有适用性;以蒲江河流域为例,采用传统面雨量计算方法(不折减),当控制断面集雨面积分别为100 km2左右、100~500 km2、大于500 km2时,误差分别为5.1%~5.3%、11.2%~16.0%、25.2%~25.5%,当流域面积大于500 km2时,通过面雨量合理折减后,计算结果比历史调查资料仅小约0.2%。

, correspAuthors=null, authorNote=null, correspAuthorsNote=
喻海军(1988-),男,博士、高级工程师,研究方向为城市洪涝与计算水力学,E-mail:
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刘春果(1992-),女,硕士研究生,研究方向为防洪减灾,E-mail:

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刘春果(1992-),女,硕士研究生,研究方向为防洪减灾,E-mail:

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刘春果(1992-),女,硕士研究生,研究方向为防洪减灾,E-mail:

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推理公式法在复杂丘陵地貌设计洪水计算中的适用性分析
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刘春果 1 , 喻海军 1, 2 , 吴滨滨 1, 2 , 马建明 3 , 杨滨 1
水电能源科学 | 水情测报与优化调度 2023,41(3): 57-60
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水电能源科学 | 水情测报与优化调度 2023, 41(3): 57-60
推理公式法在复杂丘陵地貌设计洪水计算中的适用性分析
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刘春果1 , 喻海军1, 2 , 吴滨滨1, 2, 马建明3, 杨滨1
作者信息
  • 1.中国水利水电科学研究院,北京 100038
  • 2.水利部防洪抗旱减灾工程技术研究中心,北京 100038
  • 3.应急管理部国家自然灾害防治研究院,北京 100085
  • 刘春果(1992-),女,硕士研究生,研究方向为防洪减灾,E-mail:

通讯作者:

喻海军(1988-),男,博士、高级工程师,研究方向为城市洪涝与计算水力学,E-mail:
Applicability Analysis of Reasoning Formula Method in Design Flood Calculation of Complex Hilly Landform
Chun-guo LIU1 , Hai-jun YU1, 2 , Bin-bin WU1, 2, Jian-ming MA3, Bin YANG1
Affiliations
  • 1.China Institute of Water Resources and Hydropower Research, Beijing 100038, China
  • 2.Research Center on Flood and Drought Disaster Reduction of the Ministry of Water Resources, Beijing 100038, China
  • 3.National Institute of Natural Hazards, Beijing 100085, China
出版时间: 2023-03-25 doi: 10.20040/j.cnki.1000-7709.2023.20221713
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为研究推理公式法在复杂丘陵地区设计洪水计算中的适用性和误差来源,采用Morris筛选法分析了推理公式法参数的敏感性,通过与水文比拟法、历史洪水调查等结果进行对比,分析了推理公式法在不同流域面积的适用性。结果表明,面平均雨量是推理公式法主要的误差来源,误差随流域面积增大呈增加趋势,通过合理选择参数,对于面积在500~1 000 km2的流域,推理公式法仍具有适用性;以蒲江河流域为例,采用传统面雨量计算方法(不折减),当控制断面集雨面积分别为100 km2左右、100~500 km2、大于500 km2时,误差分别为5.1%~5.3%、11.2%~16.0%、25.2%~25.5%,当流域面积大于500 km2时,通过面雨量合理折减后,计算结果比历史调查资料仅小约0.2%。

推理公式法  /  设计洪水  /  丘陵地貌  /  敏感性分析

In order to study the applicability and error sources of reasoning formula method in design flood calculation in complex hilly areas, Morris screening method was used to analyze the sensitivity of reasoning formula method parameters. The applicability of reasoning formula method in different watershed areas was analyzed by comparing with hydrological comparison method and historical flood survey results. The results show that the area average rainfall is the main error source of the reasoning formula method, and the error tends to increase with the area of the basin. The reasoning formula method can still be applied to the basin with an area of 500-1 000 km2 by reasonable selection of parameters. Taking Pujiang River Basin as an example, using the traditional area rainfall calculation method (without reduction), when the control section catchment area is about 100 km2, 100-500 km2 and more than 500 km2, the error is 5.1%-5.3%, 11.2%-16.0% and 25.2%-25.5%, respectively. When the basin area is larger than 500 km2, the calculated result is only about 0.2% smaller than the historical survey data after reasonable reduction of area rainfall.

reasoning formula method  /  flood design  /  hilly landform  /  sensitivity analysis
刘春果, 喻海军, 吴滨滨, 马建明, 杨滨. 推理公式法在复杂丘陵地貌设计洪水计算中的适用性分析. 水电能源科学, 2023 , 41 (3) : 57 -60 . DOI: 10.20040/j.cnki.1000-7709.2023.20221713
Chun-guo LIU, Hai-jun YU, Bin-bin WU, Jian-ming MA, Bin YANG. Applicability Analysis of Reasoning Formula Method in Design Flood Calculation of Complex Hilly Landform[J]. Water Resources and Power, 2023 , 41 (3) : 57 -60 . DOI: 10.20040/j.cnki.1000-7709.2023.20221713
  • 国家自然科学基金项目(51909272)
2023年第41卷第3期
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doi: 10.20040/j.cnki.1000-7709.2023.20221713
  • 接收时间:2022-08-17
  • 首发时间:2026-01-28
  • 出版时间:2023-03-25
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  • 收稿日期:2022-08-17
  • 修回日期:2022-09-12
基金
国家自然科学基金项目(51909272)
作者信息
    1.中国水利水电科学研究院,北京 100038
    2.水利部防洪抗旱减灾工程技术研究中心,北京 100038
    3.应急管理部国家自然灾害防治研究院,北京 100085

通讯作者:

喻海军(1988-),男,博士、高级工程师,研究方向为城市洪涝与计算水力学,E-mail:
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2种不同金属材料的力学参数

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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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