{"title":"垂直和侧吸渗流作用下桥台局部冲刷","authors":"Panchali Chakraborty, A. K. Barbhuiya","doi":"10.1080/00221686.2023.2232784","DOIUrl":null,"url":null,"abstract":"The present laboratory study is done to understand the effect of suction seepage flow on the scour geometry around an abutment placed on non-cohesive bed materials. The experimental data revealed that suction seepage through the channel side and bed affects the scour depth and deposition height. Under the present experimental conditions, it is found that the maximum reduction of scour depth under vertical suction, side suction and combined suction are 37%, 19% and 21% respectively. The results further demonstrate that the reduction of scour depth at the upstream outer nose of the abutment is more under vertical suction, whereas under side suction, the main influence area is closer to the side wall. However, under combined suction seepage, it is found that the reduction of scour depth is in between vertical suction seepage and side suction seepage. Another important finding is that scour reduction increases with increase in seepage rate.","PeriodicalId":54802,"journal":{"name":"Journal of Hydraulic Research","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2023-07-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Local scour at abutment under vertical and side suction seepage\",\"authors\":\"Panchali Chakraborty, A. K. Barbhuiya\",\"doi\":\"10.1080/00221686.2023.2232784\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The present laboratory study is done to understand the effect of suction seepage flow on the scour geometry around an abutment placed on non-cohesive bed materials. The experimental data revealed that suction seepage through the channel side and bed affects the scour depth and deposition height. Under the present experimental conditions, it is found that the maximum reduction of scour depth under vertical suction, side suction and combined suction are 37%, 19% and 21% respectively. The results further demonstrate that the reduction of scour depth at the upstream outer nose of the abutment is more under vertical suction, whereas under side suction, the main influence area is closer to the side wall. However, under combined suction seepage, it is found that the reduction of scour depth is in between vertical suction seepage and side suction seepage. Another important finding is that scour reduction increases with increase in seepage rate.\",\"PeriodicalId\":54802,\"journal\":{\"name\":\"Journal of Hydraulic Research\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2023-07-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Hydraulic Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1080/00221686.2023.2232784\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Hydraulic Research","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1080/00221686.2023.2232784","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Local scour at abutment under vertical and side suction seepage
The present laboratory study is done to understand the effect of suction seepage flow on the scour geometry around an abutment placed on non-cohesive bed materials. The experimental data revealed that suction seepage through the channel side and bed affects the scour depth and deposition height. Under the present experimental conditions, it is found that the maximum reduction of scour depth under vertical suction, side suction and combined suction are 37%, 19% and 21% respectively. The results further demonstrate that the reduction of scour depth at the upstream outer nose of the abutment is more under vertical suction, whereas under side suction, the main influence area is closer to the side wall. However, under combined suction seepage, it is found that the reduction of scour depth is in between vertical suction seepage and side suction seepage. Another important finding is that scour reduction increases with increase in seepage rate.
期刊介绍:
The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.