1) 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。
2) 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
3) filtering gradient
滤波陡波
4) impulse steep wave
冲击陡波
5) characteristic steepness
特征波陡
6) 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。
补充资料:立陡陡
1.直立貌。
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