{"title":"孔板布置对大坝上游输沙影响的三维数值研究","authors":"Zhuo Cheng, Xin-hua Lu, Rui Wang","doi":"10.1007/s42241-025-0021-6","DOIUrl":null,"url":null,"abstract":"<div><p>Multiple orifices set on a dam are commonly used for flood discharge and sediment removal. Different arrangements of orifices may lead to different scalar or sediment transport process in the near dam reservoir region. 3-D numerical simulations are implemented to simulate flow and sediment transport near an idealized rectangular dam region with a focus on the influence of orifice arrangement on scalar and sediment transport under a same flow discharge and concentration condition. It is found that the concentration distribution in the near dam reservoir region and the transport flux at the dam-site may change dramatically due to different arrangements of orifices. The effect of orifice arrangement on scalar and sediment concentration distribution in the near dam reservoir region is found to be limited roughly within a range of <span>\\((15-20)\\sqrt{\\sum{A}}\\)</span> away from the dam where Σ<i>A</i> is the total area of all opened orifices on a dam. Under the same inlet water flow and concentration condition and at a steady state, for scalar transport, the transport flux at the dam-site may be independent of orifice arrangement; while for sediment transport with considering the settling effect, the transport flux is generally larger in cases with one orifice except when the orifice centroid elevation is sufficiently high. This work may provide guidance for reservoir regulation, e.g., to discharge more sediment downstream a reservoir or adjust local sedimentation distribution near the dam.</p></div>","PeriodicalId":637,"journal":{"name":"Journal of Hydrodynamics","volume":"37 2","pages":"347 - 358"},"PeriodicalIF":3.5000,"publicationDate":"2025-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"3-D numerical study on the influence of orifice arrangement on sediment transport upstream of a dam\",\"authors\":\"Zhuo Cheng, Xin-hua Lu, Rui Wang\",\"doi\":\"10.1007/s42241-025-0021-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Multiple orifices set on a dam are commonly used for flood discharge and sediment removal. Different arrangements of orifices may lead to different scalar or sediment transport process in the near dam reservoir region. 3-D numerical simulations are implemented to simulate flow and sediment transport near an idealized rectangular dam region with a focus on the influence of orifice arrangement on scalar and sediment transport under a same flow discharge and concentration condition. It is found that the concentration distribution in the near dam reservoir region and the transport flux at the dam-site may change dramatically due to different arrangements of orifices. The effect of orifice arrangement on scalar and sediment concentration distribution in the near dam reservoir region is found to be limited roughly within a range of <span>\\\\((15-20)\\\\sqrt{\\\\sum{A}}\\\\)</span> away from the dam where Σ<i>A</i> is the total area of all opened orifices on a dam. Under the same inlet water flow and concentration condition and at a steady state, for scalar transport, the transport flux at the dam-site may be independent of orifice arrangement; while for sediment transport with considering the settling effect, the transport flux is generally larger in cases with one orifice except when the orifice centroid elevation is sufficiently high. This work may provide guidance for reservoir regulation, e.g., to discharge more sediment downstream a reservoir or adjust local sedimentation distribution near the dam.</p></div>\",\"PeriodicalId\":637,\"journal\":{\"name\":\"Journal of Hydrodynamics\",\"volume\":\"37 2\",\"pages\":\"347 - 358\"},\"PeriodicalIF\":3.5000,\"publicationDate\":\"2025-06-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Hydrodynamics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s42241-025-0021-6\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Hydrodynamics","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s42241-025-0021-6","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
3-D numerical study on the influence of orifice arrangement on sediment transport upstream of a dam
Multiple orifices set on a dam are commonly used for flood discharge and sediment removal. Different arrangements of orifices may lead to different scalar or sediment transport process in the near dam reservoir region. 3-D numerical simulations are implemented to simulate flow and sediment transport near an idealized rectangular dam region with a focus on the influence of orifice arrangement on scalar and sediment transport under a same flow discharge and concentration condition. It is found that the concentration distribution in the near dam reservoir region and the transport flux at the dam-site may change dramatically due to different arrangements of orifices. The effect of orifice arrangement on scalar and sediment concentration distribution in the near dam reservoir region is found to be limited roughly within a range of \((15-20)\sqrt{\sum{A}}\) away from the dam where ΣA is the total area of all opened orifices on a dam. Under the same inlet water flow and concentration condition and at a steady state, for scalar transport, the transport flux at the dam-site may be independent of orifice arrangement; while for sediment transport with considering the settling effect, the transport flux is generally larger in cases with one orifice except when the orifice centroid elevation is sufficiently high. This work may provide guidance for reservoir regulation, e.g., to discharge more sediment downstream a reservoir or adjust local sedimentation distribution near the dam.
期刊介绍:
Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.