Joint wave height and period statistics from linear simulations

被引:5
|
作者
Forristall G.Z. [1 ]
机构
[1] Forristall Ocean Engineering, 101 Chestnut St., Camden, 04843, ME
关键词
Wave Height; Linear Simulation; JONSWAP Spectrum; Bimodal Spectrum; Peak Enhancement Factor;
D O I
10.1007/s40722-017-0084-8
中图分类号
学科分类号
摘要
Standard analytical descriptions of individual wave height and period distributions do not agree well with observations. We show that simple linear simulations from power spectra produce distributions that agree very well with measurements. This is true for measurements in hurricanes, North Sea extratropical storms and bimodal spectra measured in relatively shallow water. Simulations are computationally efficient and useful for applications. The simulations were used to produce parametric wave height and period distributions for Jonswap spectra with varying peak enhancement factors. The parametric distributions also work well for bimodal spectra as long as the spectral peaks are not separated too far in frequency. The wave period of the highest waves in a sea state predicted by the simulations agrees with the period found from the autocorrelation of the spectrum and is slightly longer than the recommendation from the American Petroleum Institute. © 2017, Springer International Publishing AG.
引用
收藏
页码:221 / 231
页数:10
相关论文
共 50 条
  • [21] WAVE GROUP STATISTICS FROM NUMERICAL SIMULATIONS OF A RANDOM SEA
    ELGAR, S
    GUZA, RT
    SEYMOUR, RJ
    APPLIED OCEAN RESEARCH, 1985, 7 (02) : 93 - 96
  • [22] A relook at wave height statistics for engineering design
    Walton, TL
    OCEAN WAVE MEASUREMENT AND ANALYSIS, VOLS 1 AND 2, 1998, : 1440 - 1456
  • [23] Effect of sampling rate on wave height statistics
    Stansell, P
    Wolfram, J
    Linfoot, B
    OCEAN ENGINEERING, 2002, 29 (09) : 1023 - 1047
  • [24] THE ANALYSIS OF THE JOINT LIMITATION CONDITION OF WAVE HEIGHT-PERIOD ON THE FLOATING CRANE LIFTING OPERATION
    Wang, Xue-gang
    Ying, Zong-quan
    Chen, Ze-cong
    PROCEEDINGS OF THE ASME 38TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2019, VOL 9, 2019,
  • [25] STUDY ON JOINT RETURN PERIOD OF WIND SPEED AND WAVE HEIGHT CONSIDERING LIFETIME OF PLATFORM STRUCTURE
    Liu, Wei
    Dong, Sheng
    Chu, Xinjie
    PROCEEDINGS OF THE ASME 29TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING 2010, VOL 2, 2010, : 245 - 250
  • [26] JOINT EFFECT OF THE WAVE HEIGHT AND PERIOD ON THE STABILITY OF RUBBLE MOUND BREAKWATERS USING IRIBARRENS NUMBER
    LOSADA, MA
    GIMENEZCURTO, LA
    COASTAL ENGINEERING, 1979, 3 (02) : 77 - 96
  • [27] THE DETERMINATION OF SPECTRAL PARAMETERS FROM SIGNIFICANT WAVE HEIGHT AND PEAK PERIOD
    YOUNG, IR
    OCEAN ENGINEERING, 1992, 19 (05) : 497 - 508
  • [28] COPULA-BASED BIVARIATE MODELLING OF SIGNIFICANT WAVE HEIGHT AND WAVE PERIOD AND THE EFFECTS OF CLIMATE CHANGE ON THE JOINT DISTRIBUTION
    Vanem, Erik
    PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 3, 2016,
  • [29] Joint distribution of significant wave height and zero-up-crossing wave period using mixture copula method
    Huang, Weinan
    Dong, Sheng
    OCEAN ENGINEERING, 2021, 219 (219)
  • [30] On the statistical variability of wave height and period parameters
    Sánchez-Carratalá, CR
    Giménez, MH
    COASTAL ENGINEERING 1998, VOLS 1-3, 1999, : 999 - 1012