{"title":"开都河调蓄性水利工程对下游洪水的影响分析","authors":"节卫 龚","doi":"10.32629/hwr.v4i8.3249","DOIUrl":null,"url":null,"abstract":"对开都河洪水、水利工程进行阐述,并以开都河两河入河口处(乌拉斯台河和黄水沟汇入口)为节点,分别对有、无调蓄性水利工程影响下的设计洪峰流量计算。通过对设计成果的对比分析,中游蓄滞性水利工程对开都河下游洪水影响较大,下游水利工程设计洪水时应考虑中游蓄滞性工程的影响。","PeriodicalId":69978,"journal":{"name":"广西水利水电","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2020-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"开都河调蓄性水利工程对下游洪水的影响分析\",\"authors\":\"节卫 龚\",\"doi\":\"10.32629/hwr.v4i8.3249\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"对开都河洪水、水利工程进行阐述,并以开都河两河入河口处(乌拉斯台河和黄水沟汇入口)为节点,分别对有、无调蓄性水利工程影响下的设计洪峰流量计算。通过对设计成果的对比分析,中游蓄滞性水利工程对开都河下游洪水影响较大,下游水利工程设计洪水时应考虑中游蓄滞性工程的影响。\",\"PeriodicalId\":69978,\"journal\":{\"name\":\"广西水利水电\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-08-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"广西水利水电\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://doi.org/10.32629/hwr.v4i8.3249\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"广西水利水电","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.32629/hwr.v4i8.3249","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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