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Pengamatan GPS untuk Monitoring Deformasi Bendungan Undip

机译:GPS观测以监测未浸大坝的变形

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摘要

Dam is one multifunctional tools which has an important role in human life. If a building is under pressure, it will change the dimensions of shape. As well as the dam, if the construction of it gets pressure from the dam lake water loading effect, as the result, the dam construction will be throug deformation. Therefore it is necessary for the maintenance and tendance by conducting periodic deformation monitoring.The research method is using differential positioning method with GPS dual frequency at nine points of monitoring which located at the main dam. The deformation characteristic which are examined are the amount of the displacement value and the displacement speed per year. The technique of analyzing data in this research is using Scientific Software GAMIT 10.5. This research takes on three times period starts from March, April, and finishing May 2015.The mean result that occurs on the X axis = 0.726 ± 0,362 mm, Y axis = 0.561 ± 0,364 mm and Z axis = 1,471 ± 0,657 mm and the average value of the speed observation point per year on the X axis = 4,006 ± 2,133 mm/year, the Y axis = 2,971 ± 1,502 mm/year and the Z axis = 7.961 ± 3,602 mm/year.
机译:大坝是一种多功能工具,在人类生活中具有重要作用。如果建筑物承受压力,它将改变形状的尺寸。与大坝一样,如果大坝的建设受到大坝湖泊水荷载作用的压力,结果大坝的建设将发生变形。因此,进行定期变形监测对维护和保养是必要的。研究方法是在主坝的九个监测点采用GPS双频差分定位法。检查的变形特性是每年的位移值和位移速度。本研究中的数据分析技术使用的是科学软件GAMIT 10.5。这项研究从2015年3月,4月到2015年5月完成了三个阶段,X轴上的平均结果= 0.726±0,362 mm,Y轴上的平均值为0.561±0,364 mm,Z轴上的平均值为1,471±0,657 mm, X轴上每年速度观测点的平均值= 4,006±2,133 mm /年,Y轴= 2,971±1,502 mm /年,Z轴= 7.961±3,602 mm /年。

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