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Monitoring displacements of an earthen dam using GNSS and remote sensing

机译:使用GNSS和遥感监测土坝的位移

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This paper shows the results of a scientific research in which a GNSS continuous monitoring system for earth-dam deformations has been developed, then, deformations have been related with reservoir water surface and level. The experiment was conducted near Bivona (Sicily, Italy), on the Castello dam (Magazzolo Lake). On the top of the dam three control points were placed and three GNSS permanent stations were installed. The three stations continuously transmitted data to the control centre of the University of Palermo. The former has been determined using freely available satellite data (specifically Landsat 7 SLC-Off) collected during the whole study period (DOYs 101 to 348 2011). Issues related with the un-scanned rows filling and to better distinguish water from land pixels on the shoreline. The aim of this work is various: first of all, we want to evaluate whether the GPS post processing techniques can provide static results comparable to other monitoring techniques, such as spirit levelling. The study could take a significant importance given that the Italian legislation until today does not provide for the use of this technology to manage or monitor dams displacements or other civil engineering constructions. The use of GPS data in structural monitoring could in fact reduce some management costs. Usually the conventional GPS monitoring methods, where a base station GPS receiver must be located near the dam, did not ensure that the accuracy of results have been independent from the displacement of the crown (top end of dam). In this paper, a new approach in the area of study of the GNSS permanent network has been engaged to solve these problems. Field-testing results show that the new GNSS approach has excellent performances, and the monitoring of different section of the dam could reveal important information on its deformation, that its not operationally possible to retrieve elsewhere. The post-processing accuracy positioning is around 1-5 mm for the deformations monitoring of the Castello dam. Displacements of different sections of the dam reveal different behaviour (in time and periodicity) that looks to be related with water surface (and level) retrieved from remote sensing.
机译:本文显示了一项科学研究的结果,在该研究中,开发了GNSS连续监测土坝变形的系统,然后将变形与水库水面和水位相关联。该实验是在Castello大坝(Magazzolo湖)的Bivona(意大利西西里岛)附近进行的。在大坝顶部放置了三个控制点,并安装了三个GNSS永久站。这三个站不断地将数据传输到巴勒莫大学的控制中心。前者是使用整个研究期间(DOY 101至348 2011)收集的免费卫星数据(特别是Landsat 7 SLC-Off)确定的。与未扫描的行填充有关的问题,以及如何更好地将水与海岸线上的陆地像素区分开来。这项工作的目的是多种多样的:首先,我们要评估GPS后处理技术是否可以提供与其他监测技术(如水平仪)相比可比的静态结果。鉴于直到今天意大利的立法还没有规定使用该技术来管理或监视大坝的位移或其他土木工程建设,因此这项研究可能具有重要意义。实际上,在结构监测中使用GPS数据可以减少一些管理成本。通常,传统的GPS监测方法必须将基站GPS接收器放置在大坝附近,但这种方法不能确保结果的准确性与冠顶(大坝顶端)的位移无关。本文针对GNSS永久网络的研究领域采用了一种新方法来解决这些问题。现场测试结果表明,新的GNSS方法具有出色的性能,并且对大坝不同断面的监测可以揭示有关其变形的重要信息,而在其他地方则无法对其进行操作。对于Castello大坝的变形监测,后处理精度定位约为1-5 mm。大坝不同部分的位移揭示了不同的行为(时间和周期性),这些行为看起来与从遥感中获取的水面(和水位)有关。

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