{"title":"增长风海波浪年龄与陡度关系——以2016年飓风马修为例","authors":"S. Hsu","doi":"10.21926/aeer.2302037","DOIUrl":null,"url":null,"abstract":"For wind-wave interaction studies, from the literature, two criteria for the wind sea are used: one is the wave age and the other wave steepness. Analysis of pertinent datasets from a data buoy near the passage of Hurricane Matthew in 2016 indicates that = -15 + 1.3. Here is the wave age and is the wave steepness, where <em>C</em><sub>p</sub> is the phase speed of the peak wave, <em>U</em><sub>10</sub> is the wind speed at 10 m, <em>H</em><sub>s</sub> is the significant wave height, and <em>L</em><sub>p</sub> is the peak or dominant wave length. It is found that 87% of the variation between wave age and wave steepness can be explained by this relation. Application of this relation to estimate <em>U</em><sub>10</sub> and friction velocity from wave parameters are also presented for practical environmental and engineering use.","PeriodicalId":198785,"journal":{"name":"Advances in Environmental and Engineering Research","volume":"24 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Wave Age and Steepness Relation in Growing Wind Seas: A Case Study during Hurricane Matthew in 2016\",\"authors\":\"S. Hsu\",\"doi\":\"10.21926/aeer.2302037\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"For wind-wave interaction studies, from the literature, two criteria for the wind sea are used: one is the wave age and the other wave steepness. Analysis of pertinent datasets from a data buoy near the passage of Hurricane Matthew in 2016 indicates that = -15 + 1.3. Here is the wave age and is the wave steepness, where <em>C</em><sub>p</sub> is the phase speed of the peak wave, <em>U</em><sub>10</sub> is the wind speed at 10 m, <em>H</em><sub>s</sub> is the significant wave height, and <em>L</em><sub>p</sub> is the peak or dominant wave length. It is found that 87% of the variation between wave age and wave steepness can be explained by this relation. Application of this relation to estimate <em>U</em><sub>10</sub> and friction velocity from wave parameters are also presented for practical environmental and engineering use.\",\"PeriodicalId\":198785,\"journal\":{\"name\":\"Advances in Environmental and Engineering Research\",\"volume\":\"24 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-06-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advances in Environmental and Engineering Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.21926/aeer.2302037\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advances in Environmental and Engineering Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.21926/aeer.2302037","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Wave Age and Steepness Relation in Growing Wind Seas: A Case Study during Hurricane Matthew in 2016
For wind-wave interaction studies, from the literature, two criteria for the wind sea are used: one is the wave age and the other wave steepness. Analysis of pertinent datasets from a data buoy near the passage of Hurricane Matthew in 2016 indicates that = -15 + 1.3. Here is the wave age and is the wave steepness, where Cp is the phase speed of the peak wave, U10 is the wind speed at 10 m, Hs is the significant wave height, and Lp is the peak or dominant wave length. It is found that 87% of the variation between wave age and wave steepness can be explained by this relation. Application of this relation to estimate U10 and friction velocity from wave parameters are also presented for practical environmental and engineering use.