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基于危险率分析的风浪参数联合设计标准研究
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摘要
近年来,随着石油的开发,发现大型油田的概率越来越小,边际油田的开发越来越受到重视。但是,由于经济效益低,边际油田的开发一直很缓慢。如何在保证安全性的基础上降低开发成本成为各国研究的重点。
     本论文利用渤海海域长期观测资料和后报资料的,对于渤南油气田某点进行采样分析,利用二维逻辑冈贝尔分布模型,对资料进行统计分析,提出针对该点的极值风速和有效波高二维联合设计标准。并且,基于二维逻辑冈贝尔分布模型,进行危险率分析,最终提出基于危险率分析的风速与波高联合设计值。这种设计值的确定方法,合理的降低了传统的工程设计参数值,在保证安全性的基础上,达到降低成本的目的,提高了边际油田的开发率。
     本文在前人的基础上,主要介绍了各种分布模型的特征,并且基于二维逻辑冈贝尔分布,提出了风浪联合概率设计标准。本文主要包括下几个方面的工作:
     1、系统的总结概括了几种常见的单要素极值分布模型,以及各模型所对应的参数估计方法。归纳了现有的二维联合概率模型。
     2、以渤海海域为例,介绍了环境条件后报模型,以及模型检验的相关内容,其中包括了对于环境资料的概述总结、水文气象参数极值模型的选择以及对于极值分析中符号的规定。通过对渤海海域环境条件的分析,得出渤南油气田长期观测资料后报结果。
     3、运用ANSYS建立某平台模型进行荷载计算,从而拟合适用于该海区的倾覆力矩与波高、风速关系式。
     4、基于渤南油气田长期观测资料后报结果,选取极值波高对应风速和极值风速对应波高两个样本模型,验证二维逻辑冈贝尔分布的适用性,并提出风浪联合设计标准。
     5、在利用二维逻辑冈贝尔分布模型的基础上,给出考虑危险率分析时,风速与波高联合设计值,可以在保证安全的基础上大大的降低边际油田开发成本。
In recent years, with the development of oil, there is less and less chance to found the large oil field, so, researchers pay more and more attention to the exploitation of the marginal oil field. However, due to low economic efficiency, the development of marginal oil field was very slow. How to reduce the development cost bast on ensuring security become a national focus of research.
     In this thesis, it use Bivariate Gumbel Logistic Distribution to analyze the long-term observations and subsequent retribution data of a simple point, and then give the maximum wind speed and significant wave height two dimensional joint design standards of this point. By using the Bivariate Gumbel Logistic Distribution, this thesis offer a new joint design standard of wind and wave based on hazard rate anslysis. Compare with the traditional method, this method reduce the parameter design values which should reduce the development cost bast on ensuring security.
     The main content of this study is as follows:
     1. Summarize several common extreme value distribution model of one elements systemicly, at the same time, introduce the corresponding parameter estimation method for every distribution. Summarize the existing two-dimensional joint probability model.
     2. Take the Bohai Sea area as an example, describes the environmental conditions subsequent retribution models and model checking, including an overview of environmental information, selection of hydro-meteorological parameters model, the rule of extreme analysis. Take the Bohai Sea Area as an example, give subsequent retribution data the long-term observations.
     3. Establish the marine platform model with ANSYS software, and fit a formula for a specific sea area.
     4. Select the extreme wave height and corresponding wind speed, the extreme wind speed and corresponding wave height model as the two samples to verify the applicability of Bivariate Gumbel Logistic Distribution and proposed joint design storm standards.
     5. By using the Bivariate Gumbel Logistic Distribution, this thesis offer a new joint design standard of wind and wave based on hazard rate anslysis. This method not only ensure security but also reduce the development cost of the marginal oil field.
引文
[1]方福胜.国外海上边际油田开发技术.国外油田工程, 2009, 25(3): 52-54.
    [2]赵声振.对我国海上边际油田开发价值预期的反思.国际石油经济, 2004, 12(8): 50-55.
    [3]刘建忠,万小迅,张滨海,万军.渤海海域边际油田开发模式探讨.石油科技论坛,2010, 5: 48-50.
    [4]李宏伟,谭家华.近海边际油田开发的现状与前景.中国海洋平台,1997,12(3): 100-106.
    [5]方国洪,王骥,贾绍德,等.海洋工程中极值水位估计的一种条件分布联合概率方法.海洋科学集刊,1993,(34): 1-29.
    [6]王骥,方国洪.不完整逐时潮汐观测记录的分析.海洋学报,1981,3(2): 193-210.
    [7]方国洪,王骥.计算潮位频率分布的一个条件概率方法.港口工程技术规范学术论文集,1987,115-118.
    [8] Pugh D T, Vassie J M. Extreme sea levels from tide and surge probability. Proceedings of the 16th Coastal Engineering Conference, 1978, 911-929.
    [9]金光炎,水文统计原理与方法.北京:水利电力出版社, 2010, 5: 48-50.
    [10] American Petroleum Institue (API). Planning, designing and constructing fixed offshore platforms-Load and resistance factor design. 1995, 127-128.
    [11] Zachary S, Feld G, Ward G, et al. Multivariate extrapolation in the offshore environment [J]. Applied Ocean Research, 1998, 20(3): 273-295.
    [12] Shi J G. Liu D F, Wang Z. The joint long-term distribution of design environmental factors for offshore structures[J]. Acta Oceanologica Sinica, 1993, 12(3) : 465-474.
    [13] Shi J G, Moment estimation for multivariate extreme value distribution[J]. Applied Mathematics-A Journal of Chinese University, 1995, 10B: 61-68.
    [14]仇学燕,王朝,秦崇仁.多元极值概率分析方法在海洋工程中的应用现状[J].海洋工程,2001,19(30):91-95.
    [15]段忠东,肖仪清,欧进萍,等.海洋环境要素的极值联合概率分布.大型复杂结构体系的关键科学问题及设计理论研究论文集.上海:同济大学出版社,2000,231-238.
    [16]魏宗叙译.统计学数学方法.上海:上海科技出版社, 1966: 184-197.
    [17]史道济.实用极值统计方法.天津:天津科学技术出版社, 2006.
    [18] Howard Rockette, Charles Antle, Klimko L A. Maximum Likelihood Estimation with theWeibull Model. Journal of the American Statistical Association March. 1974, 169(345): 246-249.
    [19]王蓉华,徐晓岭.对数正态分布参数的极大似然估计.上海师范大学学报, 2000, 29(1): 39-43.
    [20]陈上及.海洋数据处理分析方法及其应用.海洋出版社, 1991.
    [21]中华人民共和国行业标准,海港水文规范(JTJ213-98) [S].北京:人民交通出版社, 2000.
    [22]李颖. P-Ⅲ型分布在设计潮位中的应用.现代农业科技, 2010, 16: 242-243.
    [23]董胜,丛海松,余海静.涠洲岛海域年极值风浪联合设计参数估计.中国海洋大学学报, 2006, 36(3): 489-496.
    [24]刘德辅,施建刚,周志刚.蒙特-卡洛方法在海洋工程设计中的应用.海洋学报, 1990, 12(2): 236-243.
    [25]宗德敦.概率权重矩法及其在P-Ⅲ型分布中的应用.水利学报, 1988, (3): 25-32.
    [26] S. Yue.描述多变量暴雨事件的Gumbel逻辑模型.水利水电快报, 2001, 22(15): 16-19.
    [27]赵伟,杨永增,于卫东,乔方利.长期极值统计理论及其在海洋环境参数统计分析中的应用.海洋科学进展, 2003, 21(4): 471-476.
    [28] Weibull W. A statistical distribution of wide applicability. Journal of Applied Mechanics, 1951, 18: 293-297.
    [29]陈朝晖,汤海涛.台风极值风速的数值模拟及分布模型.重庆大学学报, 2008, 31(11): 1285-1289.
    [30]董胜,焦桂英,郑天立.水文极值Ⅰ型分布参数拟合方法的探讨. China Harbour Engineering, 1999, 4(2): 6-9.
    [31]罗纯,王筑娟. Gumbel分布参数估计及在水位资料分析中应用.重庆大学学报, 2005, 5: 169-175.
    [32]罗纯. Gumbel分布的三种参数估计及比较分析.上海应用技术学院学报, 2007, 7(3): 195-200.
    [33]董双林. Gumbel分布函数形式的选取对参数似然估计的影响.科技通报, 1987, 3(4): 205-213.
    [34] Landwehr J M, et al. Probability Weighted Moments Compared with Some Traditional Technique in Estimating Gumbel Parameters and Quantiles. Water Resources Research,1979, 15(5).
    [35]董胜.工程设计Weibull分布参数拟合的改进方法.青岛海洋大学学报, 1999, 29(1): 135-141.
    [36] Weibull W. A statistical distribution of wide applicability. Journal of Applied Mechanics, 1951,18:293-297.
    [37]董胜,刘德辅,孔令双.极值分布参数的非线性估计及其工程应用.海洋工程, 2000, 18(1): 50-55.
    [38]刘玉霜,门艳红.二参数Weibull分布形状参数β的渐近置信估计.聊城大学学报, 2006, 19(3): 34-44.
    [39]曲延碌等.三参数Weibull分布的参数估计.气象学报, 1987, 45(3): 274-278.
    [40]吴海英,廖联凯.对数正态分布过程的控制与评估.武汉工业大学学报, 1999, 21(3): 104-106.
    [41]蒋维,邓建.基于对数正态分布的岩石损伤统计分析方法研究.南华大学学报, 2010, 24(2): 34-37.
    [42]王蓉华,徐晓岭.对数正态分布参数的极大似然估计.上海师范大学学报, 2000, 29(1): 39-43.
    [43]赵志文,赖民,宋立新,刘银萍.具有部分缺失数据的两个对数正态分布.总体参数的估计与检验.理论新探, 2009, 3: 7-9.
    [44]金光炎.广义极值分布及其在水文中的应用.水文, 1998, (2): 9-15.
    [45] Castillo E. Extreme Value Theory in Engineering. San Diego: Academic Press, 1988.
    [46] Kotz S . Nadara jah S Extreme vale distributions-theory and applications, 2000.
    [47] Coles S. An introduction to statistical modeling of extreme values, 2001.
    [48]陈兴旺.广义极值分布理论在重现期计算中的应用.气象与减灾研究, 2008, 31(4): 52-54.
    [49]王剑峰,宋松柏.广义Pareto分布在超定量洪水序列频率分析中的应用.西北农林科技大学学报, 2010, 38(2): 191-196.
    [50]江志红,丁裕国,朱莲芳,张金铃,朱连华.利用广义帕雷托分布拟合中国东部日极端降水的试验.高原气象, 2009, 28(3): 573-579.
    [51]刘媚,汤银才.混合双参数广义Pareto分布的参数估计.数学的实践与认识, 2009,39(20): 106-110.
    [52] Schuёller G I, Stix R. A critical appraisal of methods to determine failure probabilities [J]. Structural Safety, 1987, 4(4): 293-309.
    [53] Liu D F, Dong S, and Wang C. Uncertainty and sensitivity of reliability for marine structures [A]. Proc. 6th Int. Offshore & Polar Eng. Conf. [C], Los Angeles (U S A): ISOPE, 1996, 4: 380-386.
    [54] Yue S. The Gumbel logistic model for representing a multivariate storm event [J]. Advances in Water Resources, 2001, 24: 179-185.
    [55] Coles S G, Tawn J A. Statistical methods for multivariate extremes: an application to structural design [J]. Appl Statist, 1994, 43(1): 1-48.
    [56] Zachary S, Feld G, Ward G, et al. Multivariate extrapolation in the offshore environment [J]. Applied Ocean Research, 1998, 20: 273-295.
    [57] Dong S, Liu Y K, Wei Y. Combined return values estimation of wind speed and wave height with Poisson Bi-variable Lognormal distribution [A]. Proc. 15th Int. Offshore & Polar Eng. Conf. [C], Seoul: ISOPE, 2005, 3: 435-439.
    [58] Ji Q L, Dong S, Cao S J, et al. Coincidence risk of extreme storm surges occurred in adjacent bays of Bohai Sea [A]. Proc. 20th Int. Offshore & Polar Eng. Conf. [C], Beijing: ISOPE, 2010: 883-887.
    [59] Liu D F, Wen S Q, Wang L P. Poisson-Gumbel mixed compound distribution and its application [J]. Chinese Science Bulletin, 2002, 47(22): 1901-1906.
    [60] Liu D F, Wang L P, Pang L. Multivariate compound extreme value distribution and its application to extreme sea state prediction [J]. Chinese Science Bulletin, 2006, 51(23): 2926-2930.
    [61] Ochi M K. On long-term statistics for ocean and coastal waves. Proc 16th Coastal Engrg Conf., 1978, 2: 59-75.
    [62] Bobée B, Ashkar F. The Gamma Family and Derived Distributions Applied in Hydrology. Water Resources Publications, 1991, USA.
    [63] Stedinger J R, Vogel R M, Foufoula-Georgiou E. Frequency analysis of extreme events. Handbook of Hydrology, 1993, chapter 18.
    [64] Yue S, Ouarda T B M J, Bobée B. A review of bivariate gamma distributions for hydrologicalapplication. Journal of Hydrology,2001,246: 1-18.
    [65]葛明达.连云港波高周期统计分布.海洋工程, 1984, (1): 48-49.
    [66] Gumbel E J. Multivariate extreme distributions. Bulletin of the International Statistical Institute, 1960, 39(2): 471-475.
    [67] Gumbel E J, Mustafi C K. Some analysis properties of bivariate extreme distribution. J Am Stat Assoc, 1967, 62: 569-588.
    [68]冯平,王仲玉,田为民.基于二维gumbel分布的长距离输水系统水文风险评估.灾害学, 2008, 23(1): 23-26.
    [69]周道成,段忠东.耿贝尔逻辑分布模型在极值风速和有效波高联合概率分布中的应用.海洋工程, 2003, 21(2): 45-51.
    [70]董胜,郝小丽,樊敦秋.海洋工程设计风速与波高联合分布.海洋学报, 2005, 27(3): 85-89.
    [71]董胜,樊敦秋,郝小丽.海洋平台设计中风浪参数选取标准.中国造船, 2005, 46(1): 8-13.
    [72]杨树耕,藤明清,孟昭瑛,等.有限元分析软件ANSYS在海洋工程中的应用(续1)—第二讲采用ANSYS程序的导管架平台结构有限元分析[J].中国海洋平台, 2000, 15(4): 40-46.
    [73] WEN Y K, BANON H. Development of environmental combination design criteria for fixed platforms in the Gulf of Mexico[A]. Proc Offshore Technology Conference: OTC6540[C]. Houston: American Petroleum Institute, USA, 1991, 365-375.
    [74]中国船级社.海上平台状态评定指南[S].北京:人民交通出版社, 2005.
    [75] SY/T l0030-2002.海上固定平台规划、设计和建造的推荐作法[S]. 2002.
    [76] SY/T l0030-2004.海上固定平台规划、设计和建造的推荐作法[S]. 2004.
    [77]刘德辅,王超.关于海洋工程波高设计标准研究.海洋学报, 1984, 6(3): 399-407.

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