| 苏南运河船行波现场观测及物理模型试验研究 |
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| 引用本文： | 何超勇,琚烈红,冯卫兵.苏南运河船行波现场观测及物理模型试验研究[J].水运工程,2012(8):130-135. |
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| 作者姓名： | 何超勇 琚烈红 冯卫兵 |
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| 作者单位： | 1. 河海大学,江苏 南京,210098
2. 南京水利科学研究院,江苏 南京,210024 |
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| 摘 要： | 对现场观测的苏南运河镇江段船行波相关资料采用物理模型试验进行了验证,并分析比较了500 t和1000 t货船在不同载重、不同航行线路情况下在直立岸壁附近产生的船行波最大波高与航行速度的关系,相关数据可供设计参考。
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| 关 键 词： | 苏南运河 船行波 现场观测 模型试验 |
Field observation and model test on ship waves of Sunan canal |
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| HE Chao-yong,JU Lie-hong and FENG Wei-bing.Field observation and model test on ship waves of Sunan canal[J].Port & Waterway Engineering,2012(8):130-135. |
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| Authors: | HE Chao-yong JU Lie-hong and FENG Wei-bing |
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| Institution: | Hohai University, Nanjing 210098, China;Nanjing Hydraulic Research Institute, Nanjing 210029, China;Hohai University, Nanjing 210098, China |
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| Abstract: | This paper adopts physical model to verify the situ observation data of ship waves of Zhenjiang segment in Sunan canal.The relationship of the maximum ship waves’ height nearby the vertical bank protection and the ship’s speed is also discussed in some different situations.These situations include the different loads and navigation lines of 500 and 1 000 ton ships.The data and conclusion may serve as a reference for the design of bank protection. |
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| Keywords: | Sunan canal ship wave field observation model test |
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