時序InSAR技術(shù)用于大壩形變監(jiān)測與變形模式研究
[Abstract]:As a kind of water conservancy project to regulate water conservancy resources, power generation capacity, flood control and drought resistance, dam is of positive significance to the economic development of society and the guarantee of people's livelihood. Since the beginning of the last century, with the large-scale development of economic construction, many dam construction projects of different scales have appeared in all parts of the country. Nowadays, there are not only a large number of dams in China, but also a world leader in the quality of dams, such as the three Gorges Dam, the largest concrete gravity dam in the world, and Xiaowan Dam, the highest concrete hyperbolic arch dam in the world. The completion and application of these world-class dam projects represent the brilliant achievements in the field of dam construction in our country. Because the operation of the dam is directly related to the safety of the life and property of the reservoir area and the downstream residents, it is necessary to monitor the deformation of the dam and master the operation state of the dam to ensure the safety of the dam. At present, dam deformation monitoring is mainly through the traditional ground monitoring means, which needs to invest a lot of manpower and material resources. In SAR technology has been widely used in the monitoring of surface deformation because of its all-day, all-weather, large-scale, high precision and so on since it appeared in the last century. With the development and progress of recent years, PS-In SAR has been able to achieve millimeter level deformation monitoring, which makes it possible to use In SAR for dam deformation monitoring. Especially after the Sentinel-1A satellite is launched, its high spatial resolution and time resolution can be used to monitor the deformation of the dam more effectively. In this paper, based on PS-In SAR technology, the deformation monitoring and result analysis of Xiaowan Dam and three Gorges Dam are carried out. The concrete contents are as follows: (1) the history, present situation and development trend of dam deformation monitoring and the research status of In SAR technology are summarized, and the basic principle of In SAR technology, the commonly used technical methods and the main error sources of In SAR in deformation monitoring are systematically expounded. The basic characteristics of Sentinel-1A data are briefly introduced. (2) based on the time series In SAR technology, the deformation of Xiaowan Dam is monitored by using Sentinel-1A lifting rail data. The apparent deformation is calculated to the north and south direction (perpendicular to the direction of the dam) through the geometric relationship of the SAR image of the lifting rail. The deformation time series of some characteristic points on the dam is extracted, and the change information of the upstream water level in the reservoir area is extracted by combining SAR intensity diagram and DEM data. Finally, the deformation law of Xiaowan Dam is analyzed according to the change of water level in the upper reaches of the dam. (3) based on the time series In SAR technology, the deformation monitoring of the three Gorges Dam is carried out by using the Sentinel-1A lifting rail data, and the deformation time series of the three Gorges Dam is extracted. combined with the officially published data of the upstream water level of the dam, the relationship between the deformation of the dam and the change of the upstream water level is analyzed, and five possible deformation models of the three Gorges Dam are further summarized and analyzed. Through the deformation monitoring experiments of Xiaowan Dam and the three Gorges Dam, the deformation order and trend of the two dams are judged, and the relationship between the deformation of the dam and the variation of the upstream water level is obtained by combining the information of the upstream water storage of the dam. To some extent, this study verifies the feasibility of In SAR technology in deformation monitoring of large engineering facilities such as dams, and will provide valuable reference for dam deformation monitoring and deformation mechanism research.
【學(xué)位授予單位】:長安大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2017
【分類號】:TV698.11
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 楊魁;楊建兵;江冰茹;;Sentinel-1衛(wèi)星綜述[J];城市勘測;2015年02期
2 梁濤;;利用短基線集InSAR技術(shù)監(jiān)測礦區(qū)地表形變[J];測繪通報;2014年S2期
3 楊成生;張勤;趙超英;季靈運(yùn);;短基線集InSAR技術(shù)用于大同盆地地面沉降、地裂縫及斷裂活動監(jiān)測[J];武漢大學(xué)學(xué)報(信息科學(xué)版);2014年08期
4 楊成生;張勤;張雙成;劉超;;基于MODIS的區(qū)域?qū)α鲗訚裱舆t模型建立方法研究[J];大地測量與地球動力學(xué);2012年06期
5 徐小波;屈春燕;單新建;馬超;張桂芳;孟秀軍;;基于PS-InSAR技術(shù)的斷裂帶地殼形變實驗研究[J];地球科學(xué)進(jìn)展;2012年04期
6 鄧云凱;趙鳳軍;王宇;;星載SAR技術(shù)的發(fā)展趨勢及應(yīng)用淺析[J];雷達(dá)學(xué)報;2012年01期
7 ;歐空局下一代衛(wèi)星Sentinels系列[J];遙感信息;2011年06期
8 周志偉;鄢子平;劉蘇;李振洪;;永久散射體與短基線雷達(dá)干涉測量在城市地表形變中的應(yīng)用[J];武漢大學(xué)學(xué)報(信息科學(xué)版);2011年08期
9 Daniele PERISSIN;Fabio ROCCA;;Three Gorges Dam stability monitoring with time-series InSAR image analysis[J];Science China(Earth Sciences);2011年05期
10 屈春燕;單新建;宋小剛;張桂芳;張國宏;郭利民;;基于PSInSAR技術(shù)的海原斷裂帶地殼形變初步研究[J];地球物理學(xué)報;2011年04期
相關(guān)博士學(xué)位論文 前9條
1 王立偉;基于D-InSAR數(shù)據(jù)分析的高山峽谷區(qū)域滑坡位移識別[D];北京科技大學(xué);2015年
2 李愛國;基于時序差分干涉測量的黃土溝壑礦區(qū)地表沉降監(jiān)測研究[D];長安大學(xué);2014年
3 郭利民;基于InSAR與多源數(shù)據(jù)的三維形變場獲取研究與應(yīng)用[D];中國地震局地質(zhì)研究所;2014年
4 張靜;InSAR時序監(jiān)測及應(yīng)用中的質(zhì)量控制研究[D];長安大學(xué);2014年
5 師紅云;基于時序雷達(dá)干涉測量的高速鐵路區(qū)域沉降變形監(jiān)測研究[D];北京交通大學(xué);2013年
6 邢學(xué)敏;CRInSAR與PSInSAR聯(lián)合監(jiān)測礦區(qū)時序地表形變研究[D];中南大學(xué);2011年
7 范洪冬;InSAR若干關(guān)鍵算法及其在地表沉降監(jiān)測中的應(yīng)用研究[D];中國礦業(yè)大學(xué);2010年
8 王騰;時間序列InSAR數(shù)據(jù)分析技術(shù)及其在三峽地區(qū)的應(yīng)用[D];武漢大學(xué);2010年
9 趙超英;差分干涉雷達(dá)技術(shù)用于不連續(xù)形變的監(jiān)測研究[D];長安大學(xué);2009年
相關(guān)碩士學(xué)位論文 前10條
1 杜強(qiáng);小灣大壩變形監(jiān)測與分析研究[D];長安大學(xué);2015年
2 劉媛媛;基于多源SAR數(shù)據(jù)的時間序列InSAR地表形變監(jiān)測研究[D];長安大學(xué);2014年
3 張鵬飛;基于時序InSAR技術(shù)的山區(qū)煤礦開采沉陷監(jiān)測研究[D];中國礦業(yè)大學(xué);2014年
4 周琦;基于SBAS-InSAR技術(shù)的北京平原區(qū)地面沉降監(jiān)測研究[D];首都師范大學(xué);2013年
5 曲菲霏;基于TerraSAR-X影像的InSAR地表高程重建及區(qū)域形變監(jiān)測關(guān)鍵技術(shù)研究[D];長安大學(xué);2012年
6 朱仁義;寬幅InSAR技術(shù)在地質(zhì)災(zāi)害的綜合形變監(jiān)測應(yīng)用研究[D];長安大學(xué);2012年
7 羅鋮;基于SBAS_InSAR的西安地表沉降監(jiān)測[D];長安大學(xué);2012年
8 王亞男;InSAR技術(shù)用于礦區(qū)大量級塌陷監(jiān)測研究[D];長安大學(xué);2011年
9 王宏宇;短時空基線PS-InSAR技術(shù)在大同地區(qū)的形變監(jiān)測研究[D];長安大學(xué);2011年
10 李勇;基于ITIL的水電站地震監(jiān)測系統(tǒng)運(yùn)營管理研究[D];云南大學(xué);2011年
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