| 水工设计中波高计算方法探讨 |
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| 引用本文： | 郝转,刘萍.水工设计中波高计算方法探讨[J].水利与建筑工程学报,2010,8(5). |
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| 作者姓名： | 郝转 刘萍 |
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| 作者单位： | 1. 山西水利职业技术学院,山西,太原,030027
2. 太原理工大学,水利科学与工程学院,山西,太原,030024 |
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| 摘 要： | 对四种波高计算经验公式进行分析,介绍了重力坝与土石坝两种设计规范下波高的计算方法,给出不同累积频率波高之间的换算系数,并结合具体算例进行波高计算,对两种规范的计算情况进行了比较分析,对规范的选用情况提出建议,为水工设计中波高的计算提供指导。
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| 关 键 词： | 波高 公式 换算系数 方法比较 |
Discussion on Computational Methods for Wave Height in Hydraulic Structure Design |
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| HAO Zhuan,LIU Ping.Discussion on Computational Methods for Wave Height in Hydraulic Structure Design[J].Journal of Water Resources Architectural Engineering,2010,8(5). |
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| Authors: | HAO Zhuan LIU Ping |
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| Abstract: | Here,four kinds of the empirical formulas for the calculation about wave height are analyzed,the calculating methods for the design specifications of gravity dam and earth-rock dam are introduced,the conversion factors for different frequences and wave heights are proposed,and the calculations for wave height are made combining with the specific examples.Then,the comparison and analysis are made for the two kinds of calculations,and some suggestions are put forward for choosing different standards,so as to provide a certain instruction for the calculation about wave height in hydraulic structure design. |
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| Keywords: | wave height formula conversion factor method comparison |
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