| 宽浅变迁性河段桥长计算公式比较分析 |
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| 引用本文： | 陈东军,张驰.宽浅变迁性河段桥长计算公式比较分析[J].西部交通科技,2007(5):88-90. |
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| 作者姓名： | 陈东军 张驰 |
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| 作者单位： | 1. 新疆交通科学研究院,新疆,乌鲁木齐,830000
2. 重庆交通大学,重庆,40074 |
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| 摘 要： | 文章以新疆宽浅变迁性河段现行桥长计算公式为基础,通过建立桥长模型公式与实桥的比较分析,选出适用于新疆宽浅变迁河段水流泥沙运动特性的桥长计算公式。
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| 关 键 词： | 桥梁 宽浅变迁河段 桥长公式 选用 设计 |
| 文章编号： | 1673-4874(2007)05-0088-03 |
| 修稿时间： | 2007年8月10日 |
Comparison and Analysis on the Calculation Formula for the Bridge Length over Broad-shallow Shifting River |
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| CHEN Dong-jun,ZHANG Chi.Comparison and Analysis on the Calculation Formula for the Bridge Length over Broad-shallow Shifting River[J].Western China Communication Science & Technology,2007(5):88-90. |
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| Authors: | CHEN Dong-jun ZHANG Chi |
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| Abstract: | Based on the prevailing bridge length calculation formula for broad-shallow shifting river section in Xinjiang,the Paper,by establishing bridge length model formula to compare and analyze the actual bridge,consequently selects a bridge length calculating formula suitable to the feature of water flow and mud movement in broad-shallow shifting river in Xinjiang. |
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| Keywords: | Bridge Broad-shallow shifting river section Bridge length formula select Design |
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