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。
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.
出处
《水运工程》
北大核心
2012年第8期130-135,共6页
Port & Waterway Engineering
