1) limit wave steepness
极限波陡
1.
We processed the field wave data from the Yellow River Delta during storms, then analyzed the characteristics of the waves according to Komars wave theory, and found that 44% waves without breaking were beyond limit wave steepness and the Goda line.
为确定适用黄河三角洲的波动理论 ,对黄河三角洲风暴期间及前后波浪连续观测资料进行了处理 ,将其投在komar波浪理论分区图中后 ,分析了风暴期间黄河水下三角洲波浪的波形特征 ,发现站位所在地适合的波浪理论主要为艾里波和斯托克斯波 ,风暴期间波浪变形 ,还存在少量超过极限波陡线的波浪 ,通过比较常见的极限波陡线 ,看出Miche曲线比较适合该研究区。
2) wave steepness
波陡
1.
As a remedy,based upon the concepts of existence of wave steepness and limitation of wave energy density,two modification methods are proposed.
线性兴波理论用于计算实际船型阻力时偏差较大，本文基于有限波陡和波能密度限制，探讨对该理论的解释，提出两种修正方法对Ｗｉｇｌｅｙ船型和系列６０的三个船型的兴波阻力系数进行计算，结果与船模试验剩余阻力相符较好
2.
It reduces the excess phase speed overprediction of both Hedges modified relation and Kirby and Dalrymple s modified relation in the region of 1<kh<15 for small wave steepness and maintains the monotonicity in phase speed variation for large wave steepness.
针对Hedges及Kirby等对Kirby和Dalrymple的非线性弥散关系的修正关系,在小波陡时中等水深范围存在较大偏差的问题,给出了一个新的非线性弥散关系。
3) Steep Wave
陡波
1.
Numerical Simulation of Steep Waves Based on New Wave Theory;
基于新波理论的陡波数值模拟
4) extreme wave
极限波浪
1.
A fully-nonlinear numerical model based on the time-domain higher-order boundary element method(HOBEM) is established to simulate the kinematics of extreme waves.
利用时域高阶边界元方法建立了模拟极限波浪运动的完全非线性数值模型,其中自由水面满足完全非线性自由水面条件。
2.
Thus the corresponding formula for the wave velocity can be used to describe kinematics beneath the extreme wave.
本文基于五阶Stokes规则波理论,提出了一种快速求解深海极限波浪运动特性的数学模型。
5) limiting wave height
极限波高
1.
Some new ideas on “limiting wave height"in shallow water is given by analyzing the cause of this physical phenomenon.
简单分析了产生这一物理现象的原因 ,对波浪在浅水中的“极限波高”有了一些新的认识。
6) waveform limit
波形极限
补充资料：立陡陡
1.直立貌。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条