| 受水浸淹路基设计高程控制要素分析 |
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| 引用本文： | 王志峰,苗超,黄淼.受水浸淹路基设计高程控制要素分析[J].交通标准化,2014(23):90-94. |
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| 作者姓名： | 王志峰 苗超 黄淼 |
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| 作者单位： | 安徽省交通规划设计研究总院股份有限公司,安徽 合肥,230088 |
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| 摘 要： | 为找到合适的波浪设计参数，使路基设计所考虑的雍水、波浪侵袭高等数据更切合实际，采用对比的方法对《公路设计手册（路基）》中给出的计算方法与《堤防工程设计规范》（DB 50286—98）中给出的计算方法进行了对比，结果显示《公路设计手册（路基）》中给出的计算方法偏差较大，建议在实际应用中采用《堤防工程设计规范》（DB 50286—98）中给出的计算方法。
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| 关 键 词： | 波浪高度 波浪侵袭高度 壅水高 计算风速 |
Elevation Control Factors of Flooded Subgrade Design |
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| WANG Zhi-feng,MIAO Chao,HUANG Miao.Elevation Control Factors of Flooded Subgrade Design[J].Communications Standardization,2014(23):90-94. |
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| Authors: | WANG Zhi-feng MIAO Chao HUANG Miao |
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| Institution: | (Anhui Transport Consulting ＆ Design Institute Co., Ltd., Hefei 230088, China) |
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| Abstract: | In order to find suitable design parameters of waves to make the subgrade design is more practical under the influence of hammed water and wave height, the article contrasts the calculation methods of Handbook for Design of Highway Subgrade and Code for Design of Levee Project. The results show that the calculation deviation of Handbook for Design of Highway Subgrade is bigger. So the article recommends that the calculation method of Code for Design of Levee Project should be adopted in practical application. |
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| Keywords: | wave height wave invasion height hammed water level calculated wind speed |
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