Accuracy analysis of model processing UAV remote sensing data: A case study of soil and water conservation monitoring for the Yellow River-to-Baiyangdian Water Transfer Project
YAN Shiyu, WANG Xiuru, WANG Xiao, HAN Xiaoliang
1. School of Soil and Water Conservation, Beijing Forestry University, 100083, Beijing, China;
2. Class 577, No.1 Middle School, Baoding City, 071000, Baoding, Hebei, China
Abstract:[Background] The Unmanned Aerial Vehicle(UAV)remote sensing technology has provided a new technical mean for soil and water conservation monitoring in construction projects, especially in terms of the calculation of the area and volume of disposal ground, also greatly improved the efficiency and accuracy of monitoring. However, the accuracy of different models processing UAV remote sensing data varies a lot. Based on the Yellow River-to-Baiyangdian Water Transfer Project, this study selected 5 disposal grounds in Puyang, a city located in the plain area, as the research object. Since these 5 disposal grounds are similar in location and natural conditions, it is convenient for conducting comparative experiments and comparing the calculation accuracy of different models processing remote sensing data.[Methods] In this study, PhotoScan and Pix4D were used to process the UAV remote sensing data to obtain DOM and DSM images of each disposal ground. Global Mapper, LocaSpace Viewer and Context Capture were used to extract information from DOM and DSM images to calculate the area and volume of disposal grounds. Then 6 sets of models processing UAV remote sensing data were structured:Pho-Glo, Pho-Loc, Pho-Con, Pix-Glo, Pix-Loc and Pix-Con. Based on the actual value of construction organization, we quantified the errors of the area and volume of each disposal ground calculated by different models.[Results] 1) Using these 6 models:Pho-Glo, Pho-Loc, Pho-Con, Pix-Glo, Pix-Loc and Pix-Con, the calculation errors of disposal area were 5.57%, 5.05%, 4.84%, 1.69%, 3.06% and 1.23% respectively, and the errors of disposal volume were, 9.06%, 10.28%, 4.76%, 5.73%, 6.52% and 2.97% respectively. 2) When calculating the disposal area, using Pix4D for preliminary processing significantly reduced the error. There was no significant difference among Global Mapper, LocaSpace Viewer and Context Capture as for the information extraction. 3) When calculating the disposal volume, using Pix4D for preliminary treatment significantly reduced the error. There was no significant difference between Global Mapper and LocaSpace Viewer to calculate the volume of disposal grounds, while the accuracy of Context Capture was significantly higher than that of the others. 4) PhotoScan processed images more accurately when there was water on the surface and the DSM images were more consistent with the actual situation.[Conclusions] The accuracy of the 6 models are quite different, though all of them meet the requirements of relevant regulations. UAV has a bright application prospect in soil and water conservation monitoring for construction projects, which is more efficient and accurate than traditional monitoring methods when calculating the area and volume of disposal grounds. It is suggested that Pix-Con model processing UAV remote sensing data should be popularized in monitoring of construction projects.
阎世煜1, 王秀茹1, 王霄2, 韩晓亮1. 无人机遥感数据处理模型的计算精度分析 ——以引黄入冀补淀工程水土保持监测为例[J]. 中国水土保持科学, 2019, 17(2): 121-131.
YAN Shiyu, WANG Xiuru, WANG Xiao, HAN Xiaoliang. Accuracy analysis of model processing UAV remote sensing data: A case study of soil and water conservation monitoring for the Yellow River-to-Baiyangdian Water Transfer Project. SSWC, 2019, 17(2): 121-131.
刘震. 水土保持监测技术[M]. 北京:中国大地出版社, 2004:265. LIU Zhen. Soil and water conservation technology[M]. Beijing:China Land Press, 2004:265.
[2]
曾红娟, 李智广, 杨胜天. 开发建设项目水土保持监测点布局[J]. 中国水土保持科学, 2009, 3(3):42. ZENG Hongjuan, LI Zhiguang, YANG Shengtian. Arrangement of soil and water conservation monitoring points of development and construction projects[J]. Science of Soil and Water Conservation, 2009, 3(3):42.
[3]
孙厚才, 袁普金. 开发建设项目水土保持监测现状及发展方向[J]. 中国水土保持, 2010(1):36. SUN Houcai, YUAN Pujin. Current situation and development direction of soil and water conservation monitoring in development and construction projects[J]. Soil and Water Conservation in China, 2010(1):36.
[4]
李智广. 开发建设项目水土保持监测[M]. 北京:中国水利水电出版社, 2008:152. LI Zhiguang. Soil and water conservation monitoring of development and construction projects[M]. Beijing:China Water and Power Press, 2008:152.
[5]
曹向彬, 宋松柏. 开发建设项目弃渣场堆渣量探讨[J]. 黑龙江水利科技, 2014, 42(3):171. CAO Xiangbin, SONG Songbai. Discussions on slag filling quantity of waste site in development and construction projects[J]. Heilongjiang Science and Technology of Water Conservancy, 2014, 42(3):171.
[6]
张雅文, 许文盛, 沈盛彧, 等. 无人机遥感技术在生产建设项目水土保持监测中的应用:方法构建[J]. 中国水土保持科学, 2017, 15(1):134. ZHANG Yawen,XU Wensheng,SHEN Shengyu, et al. Application of UAV remote sensing technology in monitoring of soil and water conservation for construction projects[J]. Science of Soil and Water Conservation, 2017, 15(1):134.
[7]
卢双宝. 引黄入冀补淀工程建设的必要性[J]. 河北水利, 2012(9):25. LU Shuangbao. Necessity of construction of Budian Project from Yellow River Diversion to Hebei province[J]. Hebei Water Resources, 2012(9):25.
[8]
张小宏, 赵生良, 陈丰田. Agisoft photoscan在无人机航空摄影影像数据处理中的应用[J]. 价值工程, 2013, 32(20):230. ZHANG Xiaohong, ZHAO Shengliang, CHEN Fengtian. The application of Agisoft photoscan in UAV aerial photographic image data processing[J]. Value Engineering, 2013, 32(20):230.
[9]
田茂义, 曹洪松, 刘如飞, 等. 基于ArcGIS和Global Mapper软件的三维地形可视化技术的应用[J].全球定位系统, 2011, 36(2):65. TIAN Maoyi, CAO Hongsong, LIU Rufei, et al. Three-dimensional terrain visualization application based on ArcGIS and Global Mapper[J]. GNSS World of China, 2011, 36(2):65.
[10]
王同行, 王衍, 张金华, 等. 地面控制点布设对海岸带无人机遥感影像的精度影响分析[J]. 测绘与空间地理信息, 2016(7):97. WANG Tongxing, WANG Yan ZHANG Jinhua, et al. Accuracy analysis of UAV remote sensing image of coastal zone based on distribution of control point[J]. Geomatics and Spatial Information Technology, 2016(7):97.
[11]
高丽霞, 高永明. 吉林省第二次土地调查工作底图精度的检测与分析[J]. 测绘与空间地理信息, 2010, 33(4):184. GAO Lixia, GAO Yongming. The detection and analysis on the accuracy of base map in the second land survey of Jilin province[J]. Geomatics and Spatial Information Technology, 2010, 33(4):184.
[12]
季朝亮, 李宗聚, 马学民. 关于几种土方量计算方法的研究[J]. 测绘与空间地理信息, 2010, 33(3):219. JI Chaoliang, LI Zongju, MA Xuemin. Research on several calculation methods of earthwork[J]. Geomatics and Spatial Information Technology, 2010, 33(3):219.
[13]
吴爱国,马园,杜春燕.无人机飞行过程中图像定位算法研究[J]. 计算机应用与软件, 2015, 32(4):165. WU Aiguo, MA Yuan, DU Chunyan.Reserch on image localization algorithm for unmanned aerial vehicles in flight[J]. Computer Applications and Software, 2015, 32(4):165.
[14]
张雅文,许文盛,韩培,等.无人机遥感技术在生产建设项目水土保持监测中的应用:以鄂北水资源配置工程为例[J]. 中国水土保持科学, 2017, 15(2):132. ZHANG Yawen,XU Wensheng,HAN Pei, et al. Application of the UAV remote sensing technology in soil and water conservation monitoring in construction projects:A case study of water resources allocation for the region of north Hubei[J]. Science of Soil and Water Conservation, 2017, 15(2):132.
[15]
胡波, 龚磊, 张平仓, 等. 生产建设项目水土保持监测探析[J]. 中国水土保持, 2016(8):70. HU Bo, GONG Lei, ZHANG Pingcang, et al. Analysis of soil and water conservation monitoring in production and construction projects[J]. Soil and Water Conservation in China, 2016(8):70.
[16]
杨小凤, 曹云刚, 冯薪朗, 等. 基于无人机高分影像的七盘沟泥石流风险性评价[J]. 灾害学, 2016, 31(2):206. YANG Xiaofeng, CAO Yungang, FENG Xinlang. Risk assessment of Qipangou debris flow based on UAV image[J]. Journal of Catastrophylogy, 2016, 31(2):206.
[17]
YIN Jie, YANG Kui. On the fast processing technique for low-altitude UAV RS system[J]. Bulletin of Surveying & Mapping, 2011, 85(12):15.
[18]
NEX F, REMONDINO F. UAV for 3D mapping applications:A review[J]. Applied Geomatics, 2014, 6(1):1.
[19]
DUARTE L, TEODORO A C, MOUTINHO O, et al. Open-source GIS application for UAV photogrammetry based on MicMac[J]. International Journal of Remote Sensing, 2017, 38(8/10):3181.
[20]
LIU Kai, DING Hu, TANG Guoan, et al. Detection of catchment-scale gully-affected areas using unmanned aerial vehicle (UAV) on the Chinese Loess Plateau[J]. International Journal of Geo-Information, 2016, 5:238.