{"title":"泛洪平原宽退桥台最大冲刷位置的迁移","authors":"A. Abdelaziz, Siow‐Yong Lim","doi":"10.1061/(ASCE)IR.1943-4774.0001599","DOIUrl":null,"url":null,"abstract":"AbstractLocation of maximum scour depth is a key feature for the accurate design of scour countermeasures. Experimental results show that the maximum scour depth around wide setback abutments migra...","PeriodicalId":16260,"journal":{"name":"Journal of Irrigation and Drainage Engineering-asce","volume":"11 1","pages":"04021038"},"PeriodicalIF":0.0000,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Migration of Maximum Scour Location around Wide Setback Bridge Abutments in Floodplains\",\"authors\":\"A. Abdelaziz, Siow‐Yong Lim\",\"doi\":\"10.1061/(ASCE)IR.1943-4774.0001599\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractLocation of maximum scour depth is a key feature for the accurate design of scour countermeasures. Experimental results show that the maximum scour depth around wide setback abutments migra...\",\"PeriodicalId\":16260,\"journal\":{\"name\":\"Journal of Irrigation and Drainage Engineering-asce\",\"volume\":\"11 1\",\"pages\":\"04021038\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-09-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Irrigation and Drainage Engineering-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(ASCE)IR.1943-4774.0001599\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Irrigation and Drainage Engineering-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)IR.1943-4774.0001599","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Migration of Maximum Scour Location around Wide Setback Bridge Abutments in Floodplains
AbstractLocation of maximum scour depth is a key feature for the accurate design of scour countermeasures. Experimental results show that the maximum scour depth around wide setback abutments migra...
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
