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1)  design tide level
设计潮位
1.
Calculation method for design tide levels based on numerical simulation of tidal current;
基于潮流数值模拟的设计潮位推算方法
2.
Constructing ports in deepwater areas is a trend of port constructions, a method of calculating design tide levels of constructing ports in deepwater areas was studied in this paper.
文章探讨了确定深水筑港设计潮位的一种方法,阐述了基于潮流数学模型的设计潮位推算方法,用实际资料验证了该方法。
3.
For the Gumbel probability distribution,three calculation methods of design tide level,namely the me-thods of moment(MOM),the least squares(L-S) and the linear moments(L-M) are studied by means of Monte-Carlo technique,among which two kinds of samples are considered including the so called"continuous sample"and"non-continuous sample".
针对G um be l分布,考虑了连续样本及非连续样本两种情况,采用M on te-C arlo模拟分析技术,对海港工程设计潮位计算中的矩法(M OM)、最小二乘法(L-S)以及目前流行的线性矩法(L-M)进行了比较研究,同时采用沿海9个潮位站的资料进行了验证计算。
2)  design tidal level
设计潮位
1.
With more characteristic values taken into account,an improved method for deduced design tidal level process was presented.
针对低潮位系列容易呈“负偏态”分布的事实,介绍了负偏态潮位系列的频率计算方法,提出了一种融入更多潮位过程特征信息的设计潮位过程推求方法,以长江口天生港、徐六泾、外高桥潮位站为例,采用上述方法计算了典型站的设计潮位设计潮位过程。
3)  designed tide level
设计潮位
1.
Algorithm design and application analysis for the designed tide level calculation;
设计潮位计算的算法设计与应用分析
2.
Procedure applying Pearson Type Three distribution (P-III) and Extreme value type I distribution (EV-I) to designed tide level calculation is studied in this paper to describe the testing methods of data coherence.
采用P-III型分布及极值I型分布,研究了沿海地区设计潮位计算方法。
4)  design highest tide level
设计高潮位
5)  design tidal level process
设计潮位过程
1.
With more characteristic values taken into account,an improved method for deduced design tidal level process was presented.
针对低潮位系列容易呈“负偏态”分布的事实,介绍了负偏态潮位系列的频率计算方法,提出了一种融入更多潮位过程特征信息的设计潮位过程推求方法,以长江口天生港、徐六泾、外高桥潮位站为例,采用上述方法计算了典型站的设计潮位设计潮位过程。
6)  sub stage design maximum tidal level
分期设计最高潮位
补充资料:潮位
1.受潮汐影响而涨落的水位。
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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