[1]刘 超,杜 鹏,王 银,等.基于无人机摄影测量技术研究有无地面控制点的差异性在地震方面的应用[J].华南地震,2021,41(01):84-93.[doi:10.13512/j.hndz.2021.01.12]
 LIU Chao,DU Peng,WANG Yin,et al.Research on the Application of the Difference with or without Ground Control Points in Earthquake Based on UAV Photogrammetry Technology[J].,2021,41(01):84-93.[doi:10.13512/j.hndz.2021.01.12]
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基于无人机摄影测量技术研究有无地面控制点的差异性在地震方面的应用()
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华南地震[ISSN:1006-6977/CN:61-1281/TN]

卷:
41
期数:
2021年01期
页码:
84-93
栏目:
测绘科学
出版日期:
2021-03-20

文章信息/Info

Title:
Research on the Application of the Difference with or without Ground Control Points in Earthquake Based on UAV Photogrammetry Technology
文章编号:
1001-8662(2021)01-0084-10
作者:
刘 超杜 鹏王 银余思汗杨 顺
宁夏回族自治区地震局,银川 750001
Author(s):
LIU ChaoDU PengWANG YinYU SihanYANG Shun
Earthquake Agency of Ningxia Hui Autonomous Region,Yinchuan 750001,China
关键词:
无人机摄影测量技术控制点差异性地震
Keywords:
UAVPhotogrammetry technologyGCPDifferenceEarthquake
分类号:
P315.2
DOI:
10.13512/j.hndz.2021.01.12
文献标志码:
A
摘要:
利用无人机摄影测量技术获取影像数据,在集成SfM算法的Photoscan软件上进行影像的处理,通过定量分析有无地面控制点生成的DEM精度,进一步明确了其在水平位置和垂直高程上的差异;对比两种情况下在数据获取、处理过程和结果精度的优缺点,探讨了两者在地震不同方面的应用前景。结果表明:在无控制点的情况下,影像数据获取简易,处理时间较短,处理结果水平位置(XY)误差<2.00 m,垂直高程(Z)绝对值误差超过了100.00 m但在局部范围内的相对高程值误差<0.5 m,适用于地震应急现场无人机震后影像的快速获取、处理和分析;在有控制点的情况下,影像数据获取复杂、处理时间较长,但处理结果精度高,水平位置和垂直高程误差均<5 cm,适用于活动构造的定量研究和微地貌的精细解译及定量分析,可见有无地面控制点在地震不同方面具有良好的发展前景。
Abstract:
The paper uses unmanned aerial vehicle(UAV)photogrammetry technology to obtain image data,performs image processing on Photoscan software integrated with Structure from Motion(SfM)algorithm,and quantifies the accuracy of DEM generated with or without ground control points to further clarify the difference in horizontal position and vertical elevation;then,the paper compares the advantages and disadvantages in data acquisition,processing and result accuracy in the two cases,and discusses the application prospects of the two in different aspects of earthquakes.The results indicate that without control points,the image data is easy to obtain,the processing time is short,the horizontal position(XY)error of the processing result is less than 2.00 m,and the absolute value error of vertical elevation(Z)is over 100.00 m,however,the relative elevation value error in a local area is less than 0.5 m,which is suitable for rapid acquisition,processing and analysis of UAV post-earthquake images in earthquake emergency sites. In the case of control points,the image data acquisition is complicated and the processing time is long,but the processing results has highly accurate,and the errors of the horizontal position and vertical elevation are both less than 0.5 m,which is suitable for quantitative research of active structures and fine interpretation and quantitative analysis of micro-topography. It can be seen that the situation with or without GCP control points has good development prospects in different aspects of earthquakes.

参考文献/References:

[1] 王宇宙. 计算机视觉三维重建理论与应用[D].西安:西北大学,2004.
[2] 缪盾,吴竞. 基于AgisoftPhotosacan的图像三维重建及精度研究[J]. 测绘工程,2017,26(8):41-44.
[3] Cunningham D,Grebby S,Tansey K,et al.Application of air borne LiDAR to mapping seismogenic faults in forested mountainous terrain,southeastern Alps,Slovenia[J].Geophysical Research Letters,2006,33(20):L20308.
[4] Oskin M E,Arrowsmith J R,Corona A H,et al. Near-fieldde formation from the EI Mayor-Cucapah earthquake revealed by differential LiDAR[J]. Science,2012,335(6069):702-705.
[5] Chen T,Zhang P Z,Liu J,et al. Quantitative study of tectonic geomorphology along Haiyuan Fault based on airborne LiDAR[J]. Chinese Science Bulletin,2014,59(20):2396-2409.
[6] Johnson K,Nissen E,Saaripalli S,et al. Rapid mapping of ultra fine fault zone topography with structure from motion[J]. Geosphere,2014,10(5):969-986.
[7] Baltsavias E P,Favey E,Bauder A,et al. Digital surface modeling by airborne lasers canning and digital photogrammetry forglacier monitoring[J]. The Photogrammetric Record, 2001,17(98):243-273.
[8] Snavely N, Seitz S M,Szeliski R. Modeling the world from internet photo collections[J]. International Journal of Computer Vision,2008,80(2):189-210.
[9] Harwin S,Lucieer A. Assessing the accuracy of geore-ferenced point clouds produced viamulti-view stereops is from unmanned aerial vehicle(UVA)imagery[J].Remote Sensing,2012,4(6):1573-1599.
[10] 魏占玉,Arrowsmith R,何宏林,等. 基于SfM方法的高密度点云数据生成及精度分析[J]. 地震地质,2015,37(2):636-648.
[11] 毕海芸,郑文俊,曾江源,等. SfM摄影测量方法在活动构造定量研究中的应用[J]. 地震地质,2017,39(4):656-674.
[12] 李云,徐伟,吴玮. 灾害监测无人机技术应用与研究[J].灾害学,2011,26(1):138-143.
[13] Lucieer A,de Jong S M,Turner D. Mapping land slide displacement susing Structure from Motion(SfM)and image corre lation of multi-temporal UVA photography[J].Remote Sensing,2014a,38(1):97-116.
[14] 李金香,常想德,姚远,等. 无人机技术在新疆塔县地震的应用及实现[J]. 华南地震,2019,39(3):57-64.
[15] 艾明,毕海芸,郑文俊,等. 利用无人机摄影测量技术提取活动构造定量参数[J]. 地震地质,2018,40(6):1276-1293.
[16] 孙稳,何宏林,魏占玉,等. 基于无人机航测获取高分辨率DEM数据的断层几何结构精细解译与分析——以海原断裂唐家坡为例[J]. 地震地质,2019,41(6):1350-1365.
[17] 徐志强,杨建思,姜旭东,等. 无人机快速获取地震灾情的应用探索[J]. 地震地磁观测与研究,2009,30(5):66-70.
[18] 王晓青,王龙,章熙海,等. 汶川8.0 级地震震害遥感定量化初步研究—以都江堰城区破坏为例[J]. 地震,2009,29(1):174-181.
[19] 杜鹏,柴炽章,沈卫华,等. 罐罐岭断裂带最新活动特征[J]. 地震地质,2007,29(3):597-606.
[20] 李新男,李传友. 香山—天景山断裂带西段晚第四纪的特征滑动行为[J]. 地震地质,2015,37(03):482-495.
[21] 贺专. 地震应急无人机影像处理软件对比研究[J]. 中国应急救援,2017,65(05):35-39.
[22] 赵云景,龚绪才,杜文俊,等. PhotoScan Pro软件在无人机应急航摄中的应用[J]. 国土资源遥感,2015,27(4):179-182.
[23] 汪思妤,艾明,吴传友,等. 高分辨率卫星影像提取DEM技术在活动构造定量研究中的应用—以库米什盆地南缘断裂陡坎为例[J]. 地震地质,2018,40(05):999-1017.
[24] 铁瑞,王俊,贾连军,等. 强震地震数据统计及其地表破裂特性研究[J]. 世界地震工程,2016,32(1):112-116.
[25] 张维歧,焦德成,柴炽章,等. 宁夏香山—天景山弧形断裂带新活动特征及1709年中卫南71/2级地震形变带[J].地震地质,1988,10(3):12-20.
[26] 张维歧,焦德成,柴炽章,等. 天景山活动断裂带[M]. 北京:地震出版社,2015.
[27] 汪一鹏,宋方敏,李志义,等. 宁夏香山—天景山断裂带晚第四纪强震重复间隔的研究[J]. 中国地震,1990,6(2):15-24.
[28] Zheng W J,Zhang H P,Zhang P Z,et al. Late Quaternary slip rates of the thrust faults in western Hexi Corridor (Northern Qilian Shan, China) and their implications for northeastward growth of the Tibetan Plateau[J]. Geosphere,2013,9(2):342-354.
[29] 俞晶星. 雅布赖山前断裂晚第四纪滑动速率与古地震[D]. 北京:中国地震局地质研究所,2013.
[30] 李传友. 青藏高原东北部几条主要断裂带的定量研究[D]. 北京:中国地震局地质研究所,2005.
[31] 王鹏涛,邵延秀,张会平,等. sUAV摄影技术在活动构造研究中的应用:以海原断裂骟马沟为例[J]. 第四纪研究,2016,36(2):433-442.
[32] 马建,黄帅堂,吴国栋,等. 基于微型无人机摄影技术的微构造信息提取研究—以博-阿断裂乌苏通沟东岸为例[J]. 中国地震,2019,35(03):550-557.
[33] 高帅坡,冉勇康,吴富峣,等. 利用无人机摄影测量技术提取复杂冲积扇面构造活动信息—以新疆巴里坤盆地南缘冲积扇面为例[J]. 地震地质,2017,39(04):793-804.;

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备注/Memo

备注/Memo:
收稿日期:2020-03-04
基金项目:中国地震局地震应急青年重点任务(CEA_EDEM-202021);宁夏自然科学基金(2020AAC03443);宁夏地震科研基金课题(NX202017)和宁夏地震局科技创新团队(CX2019-1)共同资助。
作者简介:刘超(1991- ),男,工程师,主要从事城市活断层探测与地震应急现场工作。E-mail:liuchao0426@126.com.
更新日期/Last Update: 2021-03-20