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1)  Qujiang Channel
瓯江航道
1.
Several Problems of Wenzhou Bridge Project Relating to Qujiang Channel;
温州大桥工程与瓯江航道有关的几个问题
2)  Oujiang River
瓯江
1.
Analysis and Prediction of the Change Trend of Water Quality of Oujiang River at Wenzhou;
瓯江(温州段)水质变化趋势分析及预测
2.
The Early Morphological Development of Hemibarbus labeo in Oujiang River;
瓯江产唇的早期形态发育研究
3.
Variety Location of Saltwater Intrusion after the Tankeng Reservoir Built in the Oujiang River;
瓯江滩坑水库建库前后盐水入侵研究
3)  the Oujiang estuary
瓯江口
1.
Hydrographic and sediment analyses of the Oujiang estuary;
瓯江口水文泥沙特征分析
4)  Oujiang estuary
瓯江口
1.
Model test of Oujiang estuary channel regulation;
瓯江口航道治理工程模型试验研究
2.
Study on the effect of sand-excavating from the Middle Shoal at Oujiang Estuary on the navigational channel of Wenzhou Port;
瓯江口中沙采沙对温州港航道的影响研究
3.
Application of Multi-elements′ Mathematical Model in the Study on Reclamation of Wenzhou Shoal at Oujiang Estuary;
多因素数学模型在温州瓯江口浅滩围涂工程研究中的应用
5)  Oujiang Estuary
瓯江河口
1.
A primary research for sediment carrying capacity in Oujiang Estuary;
瓯江河口挟沙能力的初步探讨
2.
Turbidity maximum of the Changjiang Estuary is strong during the flood season and weak during the dry season, while in the Oujiang Estuary the reverse occurs.
长江河口与瓯江河口均发育了庞大的最大浑浊带(TM),但这两条河口的河流性质、几何形态、径潮流动力条件、盐淡水混合类型和泥沙来源等差异极为明显,长江口与瓯江口TM的变化特点是:前者洪盛枯衰;后者枯盛洪衰;所在部位,前者在口门附近,后者在口门之内。
3.
Oujiang Estuary was taken as an example in this paper to study the relationship between the ratio of the runoff and the tidal current and its dynamic balance characteristics,where a physical model of the estuary was constructed to simulate the current movement.
以瓯江河口为例,通过建立河口段物理模型进行了水流试验。
6)  No.2 Oujiang Bridge
瓯江二桥
补充资料:碧瓯
1.碧玉杯。亦为杯的美称。
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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