夏峰, 张锐, 冯胜涛, 周伟. GNSS不同类型实验观测墩对不同类型噪声幅值影响分析[J]. 华北地震科学, 2014, 32(2): 39-44. DOI: 10.3969/j.issn.1003-1375.2014.02.008
引用本文: 夏峰, 张锐, 冯胜涛, 周伟. GNSS不同类型实验观测墩对不同类型噪声幅值影响分析[J]. 华北地震科学, 2014, 32(2): 39-44. DOI: 10.3969/j.issn.1003-1375.2014.02.008
XIA Feng, ZHANG Rui, FENG Sheng-tao, ZHOU We. ANALYSIS ON IMPACT OF DIFFERENT TYPES TEST GNSS MONUMENT TO DIFFERENT TYPES NOISE AMPLITUDE[J]. North China Earthquake Sciences, 2014, 32(2): 39-44. DOI: 10.3969/j.issn.1003-1375.2014.02.008
Citation: XIA Feng, ZHANG Rui, FENG Sheng-tao, ZHOU We. ANALYSIS ON IMPACT OF DIFFERENT TYPES TEST GNSS MONUMENT TO DIFFERENT TYPES NOISE AMPLITUDE[J]. North China Earthquake Sciences, 2014, 32(2): 39-44. DOI: 10.3969/j.issn.1003-1375.2014.02.008

GNSS不同类型实验观测墩对不同类型噪声幅值影响分析

ANALYSIS ON IMPACT OF DIFFERENT TYPES TEST GNSS MONUMENT TO DIFFERENT TYPES NOISE AMPLITUDE

  • 摘要: 以小波分析方法为基础,对2km范围以内的不同类型试验观测墩在同等观测条件下的GNSS时间序列的线性拟合残差进行sym8小波8尺度分解,得到不同尺度(也即不同频段)的噪声残差,然后将不同尺度的噪声残差组合成具有白噪声特性的高频部分、闪烁噪声特性的中频部分和随机游走性质的低频部分。仅分析了不同类型观测墩的被认为是GNSS固有的高频部分(白噪声)和中频部分(闪烁噪声)噪声幅值大小及变化情况。分析结果表明,在ITRF2005下按单日解采样并考虑观测误差及数据处理误差水平的情况下,可认为基岩、土层和楼顶标稳定性对白噪声及闪烁噪声幅值影响不大,在进行临震异常分析或震后形变异常监测时,上述不同类型观测墩观测数据基本满足要求。

     

    Abstract: Based on wavelet analysis method,the linear fitting residual error of GNSS time series from different types of test GNSS monument within 2 km range under the same observation condition is decomposed using sym 8 wavelet decomposition of 8 scales.Different scales (namely different frequencies)noise of residual obtained,then different scales noise of residual was combined into high frequency part with the characteristics of white noise,the medium frequency part with the characteristics of flickering noise and the low frequency part with the characteristics of random walking noise.This article analyzed the noise amplitude dimension and history of the different types of test GNSS monument which is thought to be inherent in the high frequency part (white noise)and the medium frequency (flickering noise).The results show that the sampling by the single day solution under the ITRF 2005 and allow for observation error and the level of data processing,the stability of rock,soil and roof monument has little influence on the amplitude of the white noise and flickering noise.The data of the different types GNSS monument can be used for impending earthquake anomaly analysis or deformation anomaly monitoring after earthquake.

     

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