Views
1 year ago

postdisaster

Stone-D-Ayala-final-report

100% 80% 60% 40% 20%

100% 80% 60% 40% 20% Aggregated comparison of damage - Pedernales 100% 80% 60% 40% 20% Aggregated comparison of damage - Portoviejo 0% Low damage (0,1,2,3) High damage (4,5,D) 0% Low damage (0,1,2,3) High damage (4,5,D) Ground proportion Virtual proportion Ground proportion Virtual proportion (a) 100% 80% 60% 40% 20% Aggregated comparison of damage - Manta (b) 100% 80% 60% 40% 20% Aggregated comparison of damage - All 0% Low damage (0,1,2,3) High damage (4,5,D) 0% Low damage (0,1,2,3) High damage (4,5,D) Ground proportion Virtual proportion Ground proportion Virtual proportion (c) Figure 14 - Comparisons of proportions of aggregated damage identified for (a) Pedernales, (b) Portoviejo, (c) Manta, and (d) Overall Many of the issues with the virtual survey were reportedly due to poor image quality or the lack of regular photo spheres close enough to each other. Additionally, buildings were often obscured by objects such as trees, walls or vehicles, making judgements difficult for a virtual surveyor whereas ground surveys can often exclude these obstructions by finding an alternative view point. UAV A 3D model of a damaged building in Portoviejo is presented in Figure 15 and Figure 16. The building is captured, along with the immediate surroundings. The drone flights were only conducted on one side of the building due to safety restrictions, so the back of the structure is not well captured, but with a better flight plan, a comprehensive 3D model would have been possible (e.g. see Yamazaki et al. (2015)). This type of output from the drone may enable: improved communication of the impact on buildings improved diagnosis of the primary failure mechanisms (d)

improved processing of post-survey analyses damage tagging of structures Figure 15 - View of the 3D surface model of building in Portoviejo Figure 16 - View of the 3D surface model of building in Portoviejo In addition to the 3D models, the aerial views of structures can offer a different perspective on the damage. Figure 17 shows an aerial view of a demolished plot alongside a partially damage structure on the right hand side; the extent of the damage may not have been visible from street level. Further along the street Figure 18 shows some roof level failures that because they are set back from the street may have been missed from a street survey. The high resolution of the image along with acute angle of view offers a more useful vantage point as soft storeys and localised damage is visible. UAV technology can be used to map an area of around 300m x 300m at high resolution in around 20 minutes, and powerful (albeit expensive) software can stitch together the images to offer a high resolution aerial image and event form a 3D surface model. A trial has been completed in other work by the main author in Guatemala City and the example is given in Figure 19 to demonstrate the capabilities. If a 3D model is built of an entire damaged area it might be possible to identify construction types, number of storeys and damage states on a larger scale.

Surveying & Mapping with UAVs
Final Report - Strategic Environmental Research and Development ...
FINAL REPORT FINAL VERSION - empirica
MHC Reconnaissance Survey Town Report - Secretary of the ...
Final Report - Institute for the Environment at UNC
Virtual Building Environments II Final Project Report
Final Report - IFP Group at the University of Illinois
House at Faughart Final Report - ASI Louth
A Field Report on the Modeling of 3D Landmarks in Scholar Projects
Lanier Heights Final Survey Report - Kalorama Citizens Association
[clackamas county alternate work week pilot project] final report
Historic Resources Survey - 2003 Final Report - St. Lucie County