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1.
基于支持向量机的非线性AVO反演   总被引:4,自引:2,他引:2       下载免费PDF全文
本文提出了一种新的AVO非线性反演方法,即利用支持向量机来求解AVO非线性反演问题.文中先对支持向量机的原理进行了阐述,然后建立了适合AVO反演的支持向量机模型.最后利用该方法对模型数据和实际资料进行了反演计算,反演结果表明,该方法在没有牺牲反演效果的情况下较好的解决了传统反演方法所具有的局限性,可以直接从合成记录中提取地层的弹性参数,反演速度快、稳定性好.  相似文献   

2.
重震联合反演是多地球物理数据联合反演的重要分支.通过调研国内外重震联合方面经典和最新文献,从模型参数化、联合数据类型、反演的实现和结果评价、优势及应用等多个角度对重震联合框架和新进展进行了介绍.相比于单数据集反演,重震联合反演在减弱多解性、提高物性分辨率、提高成像质量、岩性分类和地质解释等诸多方面都具有独特优势.目前,重震联合方法和技术还处在发展阶段,在多类型数据的结合、反演及定量评价、加强实际应用等方面发展空间还很大.最后,提出了重震联合方面值得关注的几点问题和可能的发展方向.  相似文献   

3.
多波地震资料采集和处理技术的发展促进了联合PP波和PS波数据的多波联合AVO反演的应用,常规多波联合反演是线性的,通常基于Zoeppritz方程近似式进行多次迭代,导致其在远炮检距情况下求解得到的纵、横波速度和密度等参数精度不高。多波联合反演存在非线性问题。为此,本文提出了一种基于精确Zoeppritz方程的非线性反演方法。该方法结合改进的贝叶斯推断和最小二乘支持向量机方法来求解非线性反演问题。首先,采用粒子群算法来优化贝叶斯推断的参数初始值。改进的贝叶斯推断是通过最大化超参数的后验概率来获得最小二乘支持向量机的最优参数,提高了最小二乘支持向量机的学习和泛化能力。然后,利用此最优参数建立PP波、PS波反射振幅与弹性参数之间的最优非线性最小二乘支持向量机模型,从而提高了多波联合反演的精度。该方法只需训练一次模型,就可以解决多波联合反演的非线性问题。模型测试表明,利用该方法反演出的弹性参数精度要高于仅用PP波进行贝叶斯线性近似式反演得到的结果。此外加噪模型数据的反演结果表明,该方法具有较好的抗噪性。实际多波资料的应用进一步验证了方法的可行性及其相对于PP波贝叶斯线性近似式反演的优势。  相似文献   

4.
基于物性参数耦合的多地球物理数据联合反演方法是21世纪初发展起来的新技术,速度-密度耦合约束下的重震联合反演是其重要分支之一.相比于传统的重震资料综合解释,基于速度-密度耦合的重震联合反演能够减少主观因素的干扰,发挥地震和重力数据的互补作用,产生精度和一致性更高的速度-密度模型.结合国内外现状,本文较为全面地介绍了现有的速度-密度耦合方式,并讨论了速度-密度耦合约束下重震联合反演策略和目标函数的构建及求解等相关问题.不同反演策略和耦合方式的适用性不同,没有绝对的优劣之分.根据研究区的实际情况,在合适的速度-密度耦合约束下开展重震联合反演研究和应用是下一步工作的重点.  相似文献   

5.
首先对岩石的速度、密度、磁化率、电阻率等物性资料进行统计分析 ,寻找它们之间的内在联系 ,在此基础上综合各种有用信息建立统一的物理 -地质模型。在统一的物理 -地质模型之上 ,进行重、磁、电、震单一方法的反演 ,分析各种物探方法反演结果的相容性与相背性 ,重新修改模型并进行重、磁、电、震的联合反演 ,最终确定深部地层的地质属性  相似文献   

6.
地震前兆综合预测支持向量机模型研究   总被引:4,自引:0,他引:4  
该文介绍了支持向量机算法的原理与回归方法。 采用支持向量机中的非线性回归算法与理论公式产生的多维样本, 对其进行了数值仿真实验。 利用该方法和地震前兆异常建立了最佳地震综合预测模型, 对获得的最佳模型进行了内符检验, 得出最佳模型的预测结果与实际震例的地震震级基本一致。 综合分析认为, 支持向量机无论在学习或者预测精度方面不但具有很大的优越性和具有较强的外推泛化能力, 而且基于支持向量机回归算法建立的地震前兆综合预测模型是可行的, 其获得的知识可较为准确地实现对主震震级的综合预测。  相似文献   

7.
地球物理反演是探索地下结构的最佳途径之一.地震波可以穿透到地球深部进行直接采样,是探测地球深部的主要方法.重力是结构体密度分布与地表观测点之间距离的体积积分效应,重力异常随着源深度的增加衰减很快,其对浅部结构的灵敏度明显优于地震数据.地震和重力联合反演能够相互补充和约束,提高空间分辨率,使反演结果更加稳定可靠.本文首先介绍了联系地震和重力数据的速度-密度经验关系,随后分别介绍了重震联合反演的3种常用方法—顺序反演、同步反演和交叉梯度反演,简要阐述了各种方法在国内外的应用情况.分析认为顺序反演将两类数据分开独立进行计算,原理简单,易于操作实现.但是该方法依赖于先验模型和速度-密度经验关系,可能存在分辨率较低区域(如模型边界)的误差放大效应.同步反演采用将地震和重力数据放在同一方程组中同时反演的策略,减弱了单一数据先验模型对结果的影响,但两种数据的同时运用势必引入数据权重分配问题.交叉梯度寻求不同物理参数模型在结构上的相似性,对潜在的岩石物性关系做了最少的假设,一定程度上降低了反演的非唯一性,但强制性地匹配模型的结构不一定完全符合地下介质的物性分布.因此使用交叉梯度方法反演时应注意模型的推导需要遵循客观标准,以控制模型的结构相似性和数据拟合度.最后指出重震联合反演中的速度-密度经验关系和数据的权重分配仍是值得探究的问题.  相似文献   

8.
2010年高雄地震震源参数的近远震波形联合反演   总被引:9,自引:5,他引:4       下载免费PDF全文
本文改进了传统基于近震波形数据的点源震源参数反演的Cut And Paste(CAP)方法,实现了近震Pnl波、面波和远震P波、SH波的联合反演的CAPjoint算法.对2010年3月高雄地震,分别进行单独反演以及联合反演,获得各自的震源机制解及深度,其中联合反演所得的最佳双力偶机制解参数为,节面1:走向317°,倾角36°,滑移角52°,节面2:走向181°,倾角62°,滑移角114°,深度为21 km.并对不同震中距波形对本次地震以及几种典型机制解断层几何参数的敏感性进行测试.为验证联合反演方法的可靠性,本文采用重抽样思想发展而来的Bootstrap方法,对近震数据的子集及其与远震数据的联合反演所得的参数进行统计,验证了在稀疏近台条件下联合反演中添加远震数据对地震震源参数约束的作用.  相似文献   

9.
为准确预测地震死亡人数,提出了基于主成分分析法(PCA)和粒子群算法(PSO)优化的支持向量机(SVM)模型。首先利用主成分分析法对地震死亡人数7个影响因子中的6个进行数据降维,同时对第7个发震时刻因子单独进行区间分类,然后对提取出的主成分进行归一化处理,将归一化的主成分数据作为支持向量机的输入向量,通过粒子群算法寻优获得最优支持向量机模型参数,最终建立基于PCA-PSO-SVM的地震死亡人数预测模型,并对5组样本进行死亡人数预测,同时对比分析包含和不包含发震时刻因子的2种情况下的模型预测效果。结果表明:在不考虑发震时刻因子的情况下,使用PCA-PSO-SVM模型的最小误差、最大误差和平均误差分别为0.85%、20%、10%,其平均误差相比PSO-SVM、SVM模型分别降低2.08%、2.28%;输入向量加入发震时刻因子分类数据后,PCA-PSO-SVM模型的最小误差、最大误差和平均误差分别为0.25%、20%、7.18%,其平均误差相比PSO-SVM、SVM模型分别降低3.34%、3.50%。因此,加入发震时刻因子后3种模型的平均误差明显降低,同时由于PCA-PSO-SVM模型进行主成分降维处理,能够明显提高运行效率和预测精度,故降低了模型复杂度。  相似文献   

10.
南北地震带南段地壳厚度重震联合最优化反演   总被引:2,自引:0,他引:2       下载免费PDF全文
陈石  郑秋月  徐伟民 《地球物理学报》2015,58(11):3941-3951
重力反演方法是研究地壳结构和物性界面起伏的有效地球物理手段之一.本文收集了南北地震带南段67个已有的固定台站接收函数反演的Moho面深度结果,并使用基于EGM2008重力异常模型计算的布格重力异常,验证了本文提出的重震联合密度界面反演方法的有效性.利用接收函数对台站下方Moho面深度估计作为先验约束,定义了一类评价函数,通过对重力反演算法中尺度因子,平移因子和稳定性因子的最优选择,最小化重力反演结果与接收函数模型之间的差异.结果表明,本文提出的方法,可以有效地同化不同地球物理方法获得的反演模型,且通过重震联合反演可以改进由于对空间分布不均匀的接收函数结果插值可能而引起的误差.本文还通过引入Crust1.0的Moho面深度为初值,同时考虑地壳密度的横向不均匀分布,通过模型之间的联合反演有效改善了地球物理反演模型间的不一致性问题.本文反演得到的最优化Moho面深度模型与已知67个台站位置接收函数模型之间的标准差约1.9km,小于Crust1.0与接收函数结果模型之间标准差为3.73km的统计结果.本文研究结果对于同化重震反演结果、精化地壳密度界面模型,都具有十分重要的参考意义.  相似文献   

11.
辽河盆地东部坳陷储集层由火山多期喷发形成,岩相岩性复杂,岩性以中、基性火山岩为主.本文将火山岩的岩心及岩矿鉴定资料与测井数据进行整合,应用测井数据建立支持向量机(SVM)两分类和多分类岩性识别模式.首先,深入研究支持向量机二分类及"一对一"、"一对多"和有向无环图三种经典多分类算法的基本原理及结构;然后,总结研究区域火山岩岩石特征,分析测井数据的测井响应组合特征,选择40口井中岩心分析和薄片鉴定资料完整、常规五种测井曲线(RLLD,CNL,DEN,AC,GR)齐全的1200个测井数据作为训练样本,构造三种支持向量机岩性识别模式;最后,对4测试井中800个测井数据进行岩性识别,识别结果与取心段岩心描述和岩心/岩屑薄片鉴定资料对比,实验结果表明有向无环图更适合辽河盆地火山岩的识别,识别正确率达到82.3%.  相似文献   

12.
Evaporation estimation is an important issue in water resources management. In this article, a four‐season model with optimal input combination is proposed to estimate the daily evaporation. First, the model based on support vector machine (SVM) coupled with an input determination process is used to determine the optimal combination of input variables. Second, a comparison of the SVM‐based model with the model based on back‐propagation network (BPN) is made to demonstrate the superiority of the SVM‐based model. In addition, season data are used to construct the SVM‐based four‐season model to further improve the daily evaporation estimation. An application is conducted to demonstrate the performance of the proposed model. Results show that the SVM‐based model can select the optimal input combination with physical mechanism. The SVM‐based model is more appropriate than the BPN‐based model because of its higher accuracy, robustness and efficiency. Moreover, the improvement due to the use of the four‐season model increases from 3.22% to 15.30% for RMSE and from 4.84% to 91.16% for CE, respectively. In conclusion, the SVM‐based model coupled with the proposed input determination process should be used to select input variables. The proposed four‐season SVM‐based model with optimal input combination is recommended as an alternative to the existing models. The proposed modelling technique is expected to be useful to improve the daily evaporation estimation. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

13.
In this study, a novel machine learning technique called the support vector machine (SVM) method is proposed as a new predictive model to predict sediment loads in three Malaysian rivers. The SVM is employed without any restriction to an extensive database compiled from measurements in the Muda, Langat, and Kurau rivers. The SVM technique demonstrated a superior performance compared to other traditional sediment‐load methods. The coefficient of determination, 0.958, and the mean square error, 0.0698, of the SVM method are higher than those of the traditional method. The performance of the SVM method demonstrates its predictive capability and the possibility of the generalization of the model to nonlinear problems for river engineering applications.  相似文献   

14.
本文根据城市桥梁群体的实际震害资料数据,采用粒子群算法(PSO)来优化支持向量机(SVM)参数,选择影响桥梁震害等级的8个因素作为特征输入向量,充分用2种算法的优点建立PSO-SVM的桥梁震害预测模型。通过比较PSO-SVM和SVM模型对桥梁震害的预测能力,发现PSO-SVM模型具有较高预测精度和较高的推广价值。本文的研究成果对桥梁震害等级的预测具有一定的参考价值和指导意义。  相似文献   

15.
Due to the complex mechanisms of rockburst, there is no current effective method to reliably predict these events. A statistical learning method, support vector machine (SVM), is employed in this paper for kimberlite burst prediction. Four indicators \(\sigma_{\theta } ,\sigma_{c} ,\sigma_{t} ,W_{\text{ET}}\) are chosen as input indices for the SVM, which is trained using 108 groups of rockburst cases from around the world. Data uniformization is used to avoid negative impact of differing dimensions across the original data. Parameter optimization is embedded in the training process of the SVM to achieve optimized predictive ability. After training and optimization, the SVM reaches an accuracy of 95% in rock burst prediction for validation samples. The constructed SVM is then employed in kimberlite burst liability evaluation. The model indicated a moderate burst risk, which matches observed instances of rockburst at a diamond mine in north Canada. The SVM method ignores the focus on rockburst mechanisms, instead relying on representative indicators to develop a predictive model through self-learning. The prediction results show an excellent accuracy, which means this method has a potential application in rockburst prediction.  相似文献   

16.
The prediction of magnitude (M) of reservoir induced earthquake is an important task in earthquake engineering. In this article, we employ a Support Vector Machine (SVM) and Gaussian Process Regression (GPR) for prediction of reservoir induced earthquake M based on reservoir parameters. Comprehensive parameter (E) and maximum reservoir depth (H) are considered as inputs to the SVM and GPR. We give an equation for determination of reservoir induced earthquake M. The developed SVM and GPR have been compared with the Artificial Neural Network (ANN) method. The results show that the developed SVM and GPR are efficient tools for prediction of reservoir induced earthquake M.  相似文献   

17.
支持向量机及其在地震预报中的应用前景   总被引:2,自引:0,他引:2       下载免费PDF全文
统计学习理论(SLT)是研究小样本情况下机器学习规律的理论。支持向量机(SVM)基于统计学习理论,可以处理高度非线性分类和回归等问题,不但较好地解决了小样本、过学习、高维数、局部最小等实际难题,而且具有很强的泛化(预测)能力。本文介绍了支持向量机的分类、回归方法,分析了这一方法的特点,讨论了该方法在地震预报中的应用前景。  相似文献   

18.
Soil moisture is an integral quantity in hydrology that represents the average conditions in a finite volume of soil. In this paper, a novel regression technique called Support Vector Machine (SVM) is presented and applied to soil moisture estimation using remote sensing data. SVM is based on statistical learning theory that uses a hypothesis space of linear functions based on Kernel approach. SVM has been used to predict a quantity forward in time based on training from past data. The strength of SVM lies in minimizing the empirical classification error and maximizing the geometric margin by solving inverse problem. SVM model is applied to 10 sites for soil moisture estimation in the Lower Colorado River Basin (LCRB) in the western United States. The sites comprise low to dense vegetation. Remote sensing data that includes backscatter and incidence angle from Tropical Rainfall Measuring Mission (TRMM), and Normalized Difference Vegetation Index (NDVI) from Advanced Very High Resolution Radiometer (AVHRR) are used to estimate soil water content (SM). Simulated SM (%) time series for the study sites are available from the Variable Infiltration Capacity Three Layer (VIC) model for top 10 cm layer of soil for the years 1998–2005. SVM model is trained on 5 years of data, i.e. 1998–2002 and tested on 3 years of data, i.e. 2003–2005. Two models are developed to evaluate the strength of SVM modeling in estimating soil moisture. In model I, training and testing are done on six sites, this results in six separate SVM models – one for each site. Model II comprises of two subparts: (a) data from all six sites used in model I is combined and a single SVM model is developed and tested on same sites and (b) a single model is developed using data from six sites (same as model II-A) but this model is tested on four separate sites not used to train the model. Model I shows satisfactory results, and the SM estimates are in good agreement with the estimates from VIC model. The SM estimate correlation coefficients range from 0.34 to 0.77 with RMSE less than 2% at all the selected sites. A probabilistic absolute error between the VIC SM and modeled SM is computed for all models. For model I, the results indicate that 80% of the SM estimates have an absolute error of less than 5%, whereas for model II-A and II-B, 80% and 60% of the SM estimates have an error less than 10% and 15%, respectively. SVM model is also trained and tested for measured soil moisture in the LCRB. Results with RMSE, MAE and R of 2.01, 1.97, and 0.57, respectively show that the SVM model is able to capture the variability in measured soil moisture. Results from the SVM modeling are compared with the estimates obtained from feed forward-back propagation Artificial Neural Network model (ANN) and Multivariate Linear Regression model (MLR); and show that SVM model performs better for soil moisture estimation than ANN and MLR models.  相似文献   

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