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利用连续GPS观测数据分析长江三角洲地区地壳变形
引用本文:吴继忠, 朱丽强, 龚俊. 利用连续GPS观测数据分析长江三角洲地区地壳变形[J]. 武汉大学学报 ( 信息科学版), 2015, 40(10): 1324-1328. DOI: 10.13203/j.whugis20130832
作者姓名:吴继忠  朱丽强  龚俊
作者单位:1.南京工业大学测绘学院, 江苏 南京, 211816;;2.苏州工业园区测绘地理信息有限公司, 江苏 苏州, 215027;;3.浙江省地震局, 浙江 杭州, 310013
基金项目:国家自然科学基金资助项目(41504024);江苏省测绘地理信息科研资助项目(JSCHKY201413);江苏省博士集聚计划资助项目(201342)。
摘    要:利用长江三角洲区域内19个GPS连续运行参考站2007~2013年间的观测数据,计算得到了该区域ITRF2005参考框架下的三维速度场、应变参数及区域参考框架下的速度场。结果表明,在ITRF2005框架下,水平方向平均速率为33.97 mm/a,优势方向为NE 111.5°;相对于欧亚板块的水平方向平均速率为9.36 mm/a,优势方向为NE 85.6°;高程方向以沉降为主,最大沉降速率为15.22 mm/a,平均沉降速率为4.7 mm/a;该区域块体以N 29.4° E的拉张为主,达到2.4×10-9/a,同时兼有N 119.4° E的挤压,达到1.3×10-9/a。

关 键 词:连续运行参考站  坐标时间序列  速度场  应变参数
收稿时间:2013-12-26

An Analysis of the Crustal Deformation in the Yangtze River Delta Area Using Continuous GPS Observations
WU Jizhong, ZHU Liqiang, GONG Jun. An Analysis of the Crustal Deformation in the Yangtze River Delta Area Using Continuous GPS Observations[J]. Geomatics and Information Science of Wuhan University, 2015, 40(10): 1324-1328. DOI: 10.13203/j.whugis20130832
Authors:WU Jizhong  ZHU Liqiang  GONG Jun
Affiliation:1.College of Geomatics Engineering, Nanjing Tech University, Nanjing 211816, China;;2.Suzhou Industry Park Surveying, Mapping and Geoinformation Co., Ltd., Suzhou 215027, China;;3.Earthquake Administration of Zhejiang Province, Hangzhou 310013, China
Abstract:The GPS observations from 19 continuously operating reference stations distributed in the Yangtze River delta area from 2007 to 2013 were processed using the GAMIT/GLOBK software package, and the estimated coordinate time series were used to determine the velocities of reference stations in the ITRF2005 frame. Strain parameters and velocities relative to the Eura-Plate were also estimated. These results show that Yangtze River delta area moves at 33.97 mm·a-1 in the NE 111.5° direction in the ITRF2005 frame, while the average horizontal velocity relative to the Eura-Plate is 9.36 mm·a-1 in the direction of NE 85.6°. In the vertical direction, the maximum subsidence rate is 15.22 mm·a-1, and the average rate of subsidence is 4.7 mm·a-1. The maximum extension rate is 2.4×10-9/a and with the compressing rate of 1.3×10-9/a in the direction of N 119.4° E.
Keywords:continuously operating reference stations  coordinates time series  velocity field  strain parameters
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