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1)  design highest tide level
设计高潮位
2)  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。
3)  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和设计潮位过程。
4)  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。
5)  sub stage design maximum tidal level
分期设计最高潮位
6)  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和设计潮位过程。
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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