测绘学报

• 庆祝宁津生院士80华诞学术论文 • 上一篇    下一篇

利用连续GPS观测数据分析水库长期变形

姜卫平1,刘鸿飞2,周晓慧,李昭4   

  • 收稿日期:2012-07-20 修回日期:2012-07-30 出版日期:2012-10-25 发布日期:2012-10-25
  • 通讯作者: 姜卫平

Analysis of Long-Term Deformation of Reservoir Using Continuous GPS Observations

  • Received:2012-07-20 Revised:2012-07-30 Online:2012-10-25 Published:2012-10-25

摘要: 本文利用西龙池(位于山西省境内)上水库的GPS短基线连续观测数据,计算得到23个月的坐标时间序列,分析并评估了多路径效应对序列中线性项以及周年信号的影响,进而确定了西龙池上水库长期变形趋势。结果表明:自初次蓄水完成后,西龙池上水库整体稳定,主、副坝平面方向上存在微弱的线性变形。其中位于主坝上的测点L022运动速度为北偏东80°,2.2mm/yr,S071为主坝体北向断面上测站,其速度为北偏东109°,2.5mm/yr,副坝上测点L132为北偏西87°,0.7mm/yr。其余断面上的监测点平面运动速率小于0.3mm/yr;同时,水库各测站均存在不同程度的沉降,其中L022、L132沉降速率分别为3.8mm/yr,1.4mm/yr,其余测站沉降速率小于1mm/yr。部分测站N、E分量出现了周年运动,振幅为0.5~1 mm。分析认为L022、TN01测站的周年运动可能是由于其所处基岩的热膨胀导致,其余测站的周年信号中包括有基岩以及地表热膨胀的共同作用

Abstract: This paper calculated coordinate time series using approximate 23-month continuous GPS short-baseline observations, analyzed the effect of multipath on linear trend and annual signals in time series, and determined the long-term trend of Xilongchi Upper Reservoir. Results verifies the overall stability of Xilongchi Upper Reservoir (located in shanxi province) after first impoundment. However, minor linear deformation was detected on main and auxiliary dam, where station L022 on main dam moves at 2.2 mm/yr in the NE 80° direction, station S071 on northern profile of main dam moves at 2.5 mm/yr in NE109°, station L132 on auxiliary dam moves at 0.7 mm/yr in NW87°, horizontal velocities of station S171 and S191 are less than 0.3 mm/yr. And all stations subside at different degree, where station L022 and L132 subside at 3.8 mm/yr and 1.4 mm/yr, respectively, and rest stations subside less than 1 mm/yr. All stations behave annual movement in both north and east component with amplitude of 0.5 ~ 1 mm. The annual movement of staion L022 and TN01 was possibly cause by the thermal expansion of bedrock, and these of rest stations are both effected by bedrock and surface thermal expansion.

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