Experiences of using UAVs for monitoring levee breaches

6th Digital Earth Summit

地球科学;计算机科学

Brauneck, J.^1 ; Pohl, R.^2 ; Juepner, R.^1

Hydraulic Engineering and Water Management, Department of Civil Engineering, TU Kaiserslautem, Germany^1

Institute of Hydraulic Engineering and Technical Hydromechanics, TU Dresden, Germany^2

关键词: Digital surface models;    Flight information;    Real-time information;    Remotely piloted aircraft;    Structure from motion;    Technical protection;    Temporal development;    Terrestrial photography;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/46/1/012046/pdf
DOI  :  10.1088/1755-1315/46/1/012046

学科分类：计算机科学（综合）

来源: IOP

【 摘 要 】

During floods technical protection facilities are subjected to high loads and might fail as several examples have shown in the past. During the major 2002 and 2013 floods in the catchment area of the Elbe River (Germany), some breaching levees caused large inundations in the hinterland. In such situations the emergency forces need comprehensive and reliable realtime information about the situation, especially the breach enlargement and discharge, the spatial and temporal development of the inundation and the damages. After an impressive progress meanwhile unmanned aerial vehicles (UAV) also called remotely piloted aircraft systems (RPAS) are highly capable to collect and transmit precise information from not accessible areas to the task force very quickly. Using the example of the Breitenhagen levee failure near the Saale-Elbe junction in Germany in June 2013 the processing steps will be explained that are needed to come from the visual UAV-flight information to a hydronumeric model. Modelling of the breach was implemented using photogrammetric ranging methods, such as structure from motion and dense image matching. These methods utilize conventional digital multiple view images or videos recorded by either a moving aerial platform or terrestrial photography and allow the construction of 3D point clouds, digital surface models and orthophotos. At Breitenhagen, a UAV recorded the beginning of the levee failure. Due to the dynamic character of the breach and the moving areal platform, 4 different surface models show valid data with extrapolated breach widths of 9 to 40 meters. By means of these calculations the flow rate through the breach has been determined. In addition the procedure has been tested in a physical model, whose results will be presented too.