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- Comparison of three commonly used methods for calculation of design wave height 三种设计波高计算方法比较
- A METHOD OF BAYESIAN ESTIMATES FOR DESIGN WAVE HEIGHTS 用贝叶斯方法推算设计波高
- design wave height 设计波高
- maximum design wave height 最大设计波高
- Despite an abundance of data, observations of wave height often leave much to be desired. 尽管有丰富的资料,但浪高的观测常常很不理想。
- The greater wave steepness of deep sea and slopes are, the faster wave height increases and easier wave breaks. 当波浪尖锐度及底床坡度越大,波浪浅化波高之递增率越快、且越容易碎波。
- The Kaohsiung harbor can resist tsunami hazard for moment magnitude scale ( w) up to 7.58 with maximum wave height of 5.5 meters. 高雄港可抵御的海啸威胁为地震矩规模7.;58左右,高雄市旗津区中段可抗衡的最大波高约5
- The multivariate extremal theory and the establishment of joint distribution of extreme wind speed and wave height based on this theory are introduced. 介绍了多变量极值理论及在其基础上建立风速和有效波高的极值联合概率分布的方法。
- Liang, N. K., H. K. Peng and M. K. Hsu (1994), A Study on Design Wave Determination in Taiwan, ACTA OCEANOGRAPHICA TAIWANICA, No. 32, pp. 16-29. 梁乃匡、许明光、李汴军、彭海鲲(1993),”台湾南部海域海气象设计参数之研究”,台大海洋研究所专刊第79号,175页,委讬单位:中国石油公司海域及海外石油探勘处。
- This paper studies the relations between "time-domain attenuation" and sea state or wave height, center frequency or transmitting range. 研究了浅海声信道“时域衰落”与海况、波高、中心频率和作用距离的关系。
- The curve describing the wave height and period varying with fetch and wind period in CHGS method is given and compared with other methods. 文章给出了CHGS方法中波高、周期随风时及风区的成长曲线,并与其他方法作了比较。
- Two wave systems travelling in different directions are superposed and the wave height distribution of the resulting system is discussed. 正>从海上的实际观测资料看来,单纯的风浪或涌和混合浪(卽风浪和涌或不同来源的海浪相叠加)的被高分布规律有显著的差别。
- Liang, N. K. and H. K. Peng (1993), The Determination of Typhoon Design Wave By Symposium, Ocean Wave Measurement and Analysis, New Orleans, Louisiana, pp. 1039-1047. 梁乃匡、许明光、李汴军、彭海鲲(1993),”台湾南部海域海气象设计参数之研究”,台大海洋研究所专刊第79号,175页,委讬单位:中国石油公司海域及海外石油探勘处。
- The wave-making coefficient calculated by the measured wave height has 7% error when compared with that of prohaska's method. 本研究由量测的波高值计算兴波阻力系数,发现其计算值和由阻力实验由形状因子所求的的兴波阻力计算值的误差约在7%25以内。
- As the significant wave height rises,the area of the safe basin reduces and is no longer continuous,and the safe area and the capsizing area are interlaced. 随着有义波高增大,安全域面积减小并且不再连续,倾覆域和安全域相互包围。
- Finally, the coefficient of shoaling, mean water level variation and attenuation of wave height after breaking will be draw a diagram for designing of engineering. 最后,本文将浅化系数、平均水位变化及波后之波高减衰绘制成图以提供日后工程应用之参考。
- For profiled steel sheet with fixed plank, when wave height is measured, top flange should keep level while wave distance is adjusted to specified dimension. 对于使用固定支架的压型钢板,测量波高时,应使上翼缘保持水平且波距调整到规定尺寸。
- A method for the dynamics analysis is put forward, which combined the finite element method and the design wave theory including the effect of the motion of the moored structure at the fairlead point. 本文采用设计波理论结合有限元方法进行两成分锚泊线的动力分析,考虑导缆孔处系泊结构物运动的影响。
- The wave model is testedby a set of wave flume data at first.Then the results are compared by the actual processes of significant wave height in gauging stations. 波浪模型首先进行了水槽实验的检验,然后在台风过程中,进行了测站有效波高过程线的比较。
- Wave variation on sloping-bottom platform is analyzed by adopting the calculation model for wave height variation when passing beach of arbitrary profiles. 摘要采用波浪通过任意形状岸滩时波高变化的计算模型,分析波浪在斜坡平台上的沿程变化。