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1)  strong silting phenomenon
淤强现象
2)  strengthened phenomenon
强化现象
3)  obsessive-compulsive phenomenon
强迫现象
1.
Objective: To explore obsessive-compulsive phenomenon in primary school students, andthe relation with parental rearing patterns.
目的:初中生强迫现象的现状进行调查,并对父母教养方式对强迫现象的影响进行探讨。
4)  macroseismic phenomenon
强震现象
5)  deposition thickness
淤强
1.
On the basis of calulation formula on siltation,deposition thickness and siltation volume in basin and outer channel are obtained.
通过数学模型模拟海庙港扩建工程实施后港池、外航道的流速变化,利用淤积计算公式,得出港池、外航道的淤强及淤积量。
6)  strong siltation
强淤
1.
To simulate and predict the strong siltation in the outer channel of Huanghua Harbour,a two-dimensional numerical model,based on the SWAN model,the ADCIRC model and the sediment carrying capacity model under the combined action of waves and currents,is presented,describing the change of waves,currents and sedimentation during strong winds.
为了合理模拟和预测黄骅港外航道淤积现象,基于SWAN风浪模型、ADCIRC潮流模型和波流共同作用下的挟沙力模型,建立了描述强风过程中波浪、水流、泥沙变化的二维数学模型,揭示了强风过程中各种复杂动力因素综合作用下黄骅港海域泥沙运动过程以及航道强淤现象,该数学模型的计算结果为黄骅港外航道整治工程提供了依据。
2.
Based on the analysis of Tianjin Port silt source, back-silting chacteristics and back-silting degree distribution characteristics in the water area, it is pointed out that to apply navigable depth is an effective measure for guaranteeing vessel safe navigation and port normal production under strong siltation.
通过对天津港泥沙来源、回淤泥沙特征及港内水域泥沙回淤程度分布特点的分析,指出用适航水深是强淤现象下确保船舶航行安全及港口正常生产的有效方法。
3.
A definition of silt-sandy beach has been defined as 0031 mm<d50<0125mm and d40>0031mm, where the characteristics of sediment movement are described as active sediment movement, easy initial movement of sand, coexistence of suspended load and bed load, as well as strong siltation and sudden siltation
将床沙中值粒径d50=0 31mm~0 125mn和d40>0 031mm的海岸定义为粉沙质海岸,指出粉沙质海岸泥沙运动的特点为:泥沙活跃;易悬易沉:运移型态为悬移质和推移质共存,易发生强淤或骤淤。
补充资料:椐椐强强
1.相随貌。
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