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1)  river ferry
河道渡口
2)  estuarine bends
河口弯道
1.
The results indicate that flow field in the bends of tidal estuary differs obviously from that in the bends of non-tide river,including the downstream increase of velocities in the estuarine bends,the bifurcation of mai.
本文采用Deldt3D模型对钱塘江河口闻家堰至仓前河段的潮流场进行二维数值模拟,着重研究了河口弯道的流场特性。
3)  bottle-neck reach
卡口河道
1.
Discussing the riverbed evolution ary regularity of the bottle-neck reach —Sampling manting river reach of Lancanjiang river;
卡口河道河床演变规律初探——以澜沧江曼厅河段为例
4)  river outfall
河道出口
5)  estuarine Branching
河口汊道
6)  outlet section of Nandu River
南渡江河口段
1.
This paper expounds the problems related to flood control to flood control planning for the outlet section of Nandu River and makes an ap-proach to the principle and dertermination of planning for flood control regulation lines, the determination of relevant parameters andcalculation conditions in analizing flood and tidal levels and the calculation of wave run-up.
本文论述了南渡江河口段防洪规划有关问题,对防洪治导线规划布置原则及其确定、洪潮水位分析计算中有关参数及计算条件的确定、波浪爬高计算等进行探讨。
补充资料:河道洪水演进(见河道洪水演算法)


河道洪水演进(见河道洪水演算法)


neaao non郎hUi河道洪水演进yanJ县n 见河道洪水演算法。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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