{"title":"洪水是明渠中的次临界不稳定因素","authors":"Serge Mora, Martine Le Berre, Yves Pomeau","doi":"10.1103/physrevfluids.9.084607","DOIUrl":null,"url":null,"abstract":"In flood events caused by a gradual increase in the flow rate of a watercourse, the rise in water level is often abrupt, while the fall in level is delayed. We show that such behavior can be demonstrated by considering stationary flows at a high Reynolds number in a prismatic open channel: Several geometries of the channel cross section lead to a subcritical instability that results in a discontinuous rise in the level when the flow rate exceeds a critical value <math xmlns=\"http://www.w3.org/1998/Math/MathML\"><msub><mi>F</mi><mi>i</mi></msub></math>, and in a fall, also discontinuous, when the flow rate returns below a value <math xmlns=\"http://www.w3.org/1998/Math/MathML\"><msub><mi>F</mi><mi mathvariant=\"script\">o</mi></msub></math> lower than <math xmlns=\"http://www.w3.org/1998/Math/MathML\"><msub><mi>F</mi><mi>i</mi></msub></math>. This hysteretic behavior originates from the interplay between gravity, which drives the flow downstream, and turbulent friction with the channel wall. The potential existence of several solutions arising from this bifurcation requires careful consideration in flood simulations.","PeriodicalId":20160,"journal":{"name":"Physical Review Fluids","volume":"100 1","pages":""},"PeriodicalIF":2.5000,"publicationDate":"2024-08-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Flooding as a sub-critical instability in open channels\",\"authors\":\"Serge Mora, Martine Le Berre, Yves Pomeau\",\"doi\":\"10.1103/physrevfluids.9.084607\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In flood events caused by a gradual increase in the flow rate of a watercourse, the rise in water level is often abrupt, while the fall in level is delayed. We show that such behavior can be demonstrated by considering stationary flows at a high Reynolds number in a prismatic open channel: Several geometries of the channel cross section lead to a subcritical instability that results in a discontinuous rise in the level when the flow rate exceeds a critical value <math xmlns=\\\"http://www.w3.org/1998/Math/MathML\\\"><msub><mi>F</mi><mi>i</mi></msub></math>, and in a fall, also discontinuous, when the flow rate returns below a value <math xmlns=\\\"http://www.w3.org/1998/Math/MathML\\\"><msub><mi>F</mi><mi mathvariant=\\\"script\\\">o</mi></msub></math> lower than <math xmlns=\\\"http://www.w3.org/1998/Math/MathML\\\"><msub><mi>F</mi><mi>i</mi></msub></math>. This hysteretic behavior originates from the interplay between gravity, which drives the flow downstream, and turbulent friction with the channel wall. The potential existence of several solutions arising from this bifurcation requires careful consideration in flood simulations.\",\"PeriodicalId\":20160,\"journal\":{\"name\":\"Physical Review Fluids\",\"volume\":\"100 1\",\"pages\":\"\"},\"PeriodicalIF\":2.5000,\"publicationDate\":\"2024-08-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Physical Review Fluids\",\"FirstCategoryId\":\"101\",\"ListUrlMain\":\"https://doi.org/10.1103/physrevfluids.9.084607\",\"RegionNum\":3,\"RegionCategory\":\"物理与天体物理\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"PHYSICS, FLUIDS & PLASMAS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Physical Review Fluids","FirstCategoryId":"101","ListUrlMain":"https://doi.org/10.1103/physrevfluids.9.084607","RegionNum":3,"RegionCategory":"物理与天体物理","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"PHYSICS, FLUIDS & PLASMAS","Score":null,"Total":0}
引用次数: 0
摘要
在由河道流速逐渐增加引起的洪水事件中,水位的上升往往是突然的,而水位的下降则是延迟的。我们通过考虑棱柱形明渠中高雷诺数下的静止水流,证明了这种行为:水道横截面的几种几何形状会导致亚临界不稳定性,当流速超过临界值 Fi 时,水位会不连续地上升;当流速回到低于 Fi 的值 Fo 时,水位会不连续地下降。这种滞后行为源于推动水流向下游的重力和水流与河道壁的湍流摩擦力之间的相互作用。在洪水模拟中,需要仔细考虑这种分叉可能产生的几种解决方案。
Flooding as a sub-critical instability in open channels
In flood events caused by a gradual increase in the flow rate of a watercourse, the rise in water level is often abrupt, while the fall in level is delayed. We show that such behavior can be demonstrated by considering stationary flows at a high Reynolds number in a prismatic open channel: Several geometries of the channel cross section lead to a subcritical instability that results in a discontinuous rise in the level when the flow rate exceeds a critical value , and in a fall, also discontinuous, when the flow rate returns below a value lower than . This hysteretic behavior originates from the interplay between gravity, which drives the flow downstream, and turbulent friction with the channel wall. The potential existence of several solutions arising from this bifurcation requires careful consideration in flood simulations.
期刊介绍:
Physical Review Fluids is APS’s newest online-only journal dedicated to publishing innovative research that will significantly advance the fundamental understanding of fluid dynamics. Physical Review Fluids expands the scope of the APS journals to include additional areas of fluid dynamics research, complements the existing Physical Review collection, and maintains the same quality and reputation that authors and subscribers expect from APS. The journal is published with the endorsement of the APS Division of Fluid Dynamics.