摘要通过对长江口径流、潮流和波浪共同作用下的泥沙运动规律的研究,开发并建立了长江口全沙(悬沙和底沙)数学模型。
Based on the study of sediment transport under the actions of tidal currents and wind waves a mathematical model of suspended load and bed load for Yangtze estuary is developed.
在长期系统研究的基础上,分析对比了长江口的水流动力、泥沙运动和河床演变等各种条件,选择了北槽作为长江口深水航道先予治理,确立了符合长江口实际情况的治理原则。
According to the analyses, the North Channel is selution as the main deep-water navigation channel to the sea and is to be pre-trained, and the training principle of the Yangtze Estuary is determined.
春季在长江口近岸存在弱上升流,夏季长江口外的陡坡区出现下降流,而长江口以北和以南的陡坡区出现上升流。
In spring, weak upwelling exists in the river mouth, whereas in summer downwelling occurs in steep area north and south of the mouth.
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