{"title":"溃坝冲刷模型中向海边界条件参数的实验解释","authors":"Zhijie Jiang , Jun Zeng , Jian Qiu , Haijiang Liu","doi":"10.1016/j.coastaleng.2025.104867","DOIUrl":null,"url":null,"abstract":"<div><div>Physical interpretation of the seaward boundary condition (SBC) parameter <span><math><mrow><mi>k</mi></mrow></math></span> proposed by Guard and Baldock (2007) in dam-break induced swash models is still unclear in experiments. In this study, a series of dam-break laboratory experiments were conducted to reveal such interpretation of the parameter <span><math><mrow><mi>k</mi></mrow></math></span>. Different nondimensional upstream reservoir lengths <span><math><mrow><mi>L</mi></mrow></math></span> were applied to examine the relationship between parameters <span><math><mrow><mi>L</mi></mrow></math></span> and <span><math><mrow><mi>k</mi></mrow></math></span> with respect to the temporal variation characteristics of the local water depth. It is found that time-varying histories of the nondimensional water depth are almost identical among different cases when <span><math><mrow><mi>L</mi></mrow></math></span> is the same (irrelevant to the initial water heads). Meanwhile, parameters <span><math><mrow><mi>L</mi></mrow></math></span> and <span><math><mrow><mi>k</mi></mrow></math></span> play analogous roles in determining the local swash features. Based on the maximum water depth, the rise time of the water depth, and its time ratio at a specified position, the one-on-one and averaged <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationships were established. The <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationship was then validated at other slope positions, confirming its applicability across the swash extension. In addition, the one-on-one <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationship presents better agreement between model and experiment than the averaged <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationship. These findings help to clarify the physical interpretation of the SBC parameter with the actual swash hydrodynamic conditions.</div></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"204 ","pages":"Article 104867"},"PeriodicalIF":4.5000,"publicationDate":"2025-08-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental interpretation of the seaward boundary condition parameter in dam-break induced swash models\",\"authors\":\"Zhijie Jiang , Jun Zeng , Jian Qiu , Haijiang Liu\",\"doi\":\"10.1016/j.coastaleng.2025.104867\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Physical interpretation of the seaward boundary condition (SBC) parameter <span><math><mrow><mi>k</mi></mrow></math></span> proposed by Guard and Baldock (2007) in dam-break induced swash models is still unclear in experiments. In this study, a series of dam-break laboratory experiments were conducted to reveal such interpretation of the parameter <span><math><mrow><mi>k</mi></mrow></math></span>. Different nondimensional upstream reservoir lengths <span><math><mrow><mi>L</mi></mrow></math></span> were applied to examine the relationship between parameters <span><math><mrow><mi>L</mi></mrow></math></span> and <span><math><mrow><mi>k</mi></mrow></math></span> with respect to the temporal variation characteristics of the local water depth. It is found that time-varying histories of the nondimensional water depth are almost identical among different cases when <span><math><mrow><mi>L</mi></mrow></math></span> is the same (irrelevant to the initial water heads). Meanwhile, parameters <span><math><mrow><mi>L</mi></mrow></math></span> and <span><math><mrow><mi>k</mi></mrow></math></span> play analogous roles in determining the local swash features. Based on the maximum water depth, the rise time of the water depth, and its time ratio at a specified position, the one-on-one and averaged <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationships were established. The <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationship was then validated at other slope positions, confirming its applicability across the swash extension. In addition, the one-on-one <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationship presents better agreement between model and experiment than the averaged <span><math><mrow><mi>L</mi></mrow></math></span>-<span><math><mrow><mi>k</mi></mrow></math></span> relationship. These findings help to clarify the physical interpretation of the SBC parameter with the actual swash hydrodynamic conditions.</div></div>\",\"PeriodicalId\":50996,\"journal\":{\"name\":\"Coastal Engineering\",\"volume\":\"204 \",\"pages\":\"Article 104867\"},\"PeriodicalIF\":4.5000,\"publicationDate\":\"2025-08-22\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Coastal Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0378383925001723\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Coastal Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0378383925001723","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Experimental interpretation of the seaward boundary condition parameter in dam-break induced swash models
Physical interpretation of the seaward boundary condition (SBC) parameter proposed by Guard and Baldock (2007) in dam-break induced swash models is still unclear in experiments. In this study, a series of dam-break laboratory experiments were conducted to reveal such interpretation of the parameter . Different nondimensional upstream reservoir lengths were applied to examine the relationship between parameters and with respect to the temporal variation characteristics of the local water depth. It is found that time-varying histories of the nondimensional water depth are almost identical among different cases when is the same (irrelevant to the initial water heads). Meanwhile, parameters and play analogous roles in determining the local swash features. Based on the maximum water depth, the rise time of the water depth, and its time ratio at a specified position, the one-on-one and averaged - relationships were established. The - relationship was then validated at other slope positions, confirming its applicability across the swash extension. In addition, the one-on-one - relationship presents better agreement between model and experiment than the averaged - relationship. These findings help to clarify the physical interpretation of the SBC parameter with the actual swash hydrodynamic conditions.
期刊介绍:
Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.