| 内涝区蜿蜒型河段中桥孔径设计计算实例 |
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| 引用本文： | 何思慧.内涝区蜿蜒型河段中桥孔径设计计算实例[J].交通标准化,2010(3):186-188. |
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| 作者姓名： | 何思慧 |
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| 作者单位： | 云浮市公路勘察规划设计院,广东云浮,527300 |
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| 摘 要： | 通过对桥址河段特征及流域水文资料的查勘和统计，结合工业园区规划建设情况．计算出拟建大涌河中桥的设计孔径，并对结果作综合校核，从而合理确定桥孔方案，对同类项目有一定的借鉴价值。
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| 关 键 词： | 水文 流量 暴雨强度 孔径设计 |
Design and Calculation Instance of Bridge Aperture at Winding Reach in Inland Inundation Area |
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| HE Si-hui.Design and Calculation Instance of Bridge Aperture at Winding Reach in Inland Inundation Area[J].Communications Standardization,2010(3):186-188. |
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| Authors: | HE Si-hui |
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| Institution: | HE Si-hui (Yunfu City Highway Survey, Planning and Design Institute, Yunfu 527300, China) |
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| Abstract: | By surveying and count the characteristics of reach located at bridge site and the hydrographic data of drainage area, combining with the planning and construction instance of industrial park, the design aperture of bridge on Dayong River is calculated, the results are checked synthetically, thus the aperture of bridge is determined rationally, which has a certain reference value to similar proiects. |
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| Keywords: | hydrogeology flux storm intensity aperture design |
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