Dati “storici” e tecniche moderne applicate alla frana diDati “storici” e tecniche moderne...

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Dati “storici” e tecniche moderne applicate alla frana di Maierato: le potenzialità della computer vision e dei droni multisensore Godone D.¹, Allasia P.¹, Gullà G.², Borrelli L.² ¹CNR-IRPI, SS Torino; ²CNR-IRPI, SS Rende (CS) 1 L’uso di droni e laser scanner in applicazioni ambientali e geologico ingegneristiche – Bari 25/10/2019

Transcript of Dati “storici” e tecniche moderne applicate alla frana diDati “storici” e tecniche moderne...

Dati “storici” e tecniche moderne applicate alla frana di Maierato: le potenzialità della computer vision e dei

droni multisensore

Godone D.¹, Allasia P.¹, Gullà G.², Borrelli L.²

¹CNR-IRPI, SS Torino; ²CNR-IRPI, SS Rende (CS)

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L’uso di droni e laser scanner in applicazioni ambientali e geologico ingegneristiche – Bari 25/10/2019

Maierato landslide (VV)

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• 15 February 2010;• rapidly moving rotational slide;• ~ 5 million cubic meters;• sub vertical main scarp ~ 50 meters;• the landslide was triggered by

intense and long-lasting rainfalls;• loss of about 18 ha of farmland

(olive orchards);• endangering of water and methane

supply systems;• damage of ~ 800 m of a road;• 20 February 2010, 80 meters retreat

of the scarp.

Borrelli, L.; Antronico, L.; Gullà, G.; Sorriso-Valvo, G.M. Geology, geomorphology and dynamics of the 15 February 2010 Maierato landslide (Calabria, Italy). Geomorphology 2014, 208, 50–73.

Maierato landslide (VV)

15/02/2010

Maierato landslide (VV)

27/11/2018

Methodology outline

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Structurefrom Motion

UAV survey

DJI Phantom4 Pro

GCP survey

Leica 1200RTK-VRS

DEM

ORTHOIMAGE

UAV surveys

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2018 Flight

Images 2438

Extent [Km²] 0.981

Orthoimage groundresolution [cm/pix]

2.44

DEM cellsize [m] 0.05

‘‘Historical’’ data

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nominal scale 1:4000

Orthoimage (2007) DTM interpolated from 1996 vector map

Pre-landslide data 1996 ÷ 2007

‘‘Salvaged’’ imagery

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Reconnaissance photos, from helicopter, taken immediatelyafter the event.• Oblique;• With obstacles in the frame;• No photogrammetric aims.

Available DEMs

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Year Source Methodology Resolution [m]

1996 Photogrammetry Interpolation 5.00

2010 Reconnaissance SfM 0.60

2017 UAV SfM 0.05

2018 UAV SfM 0.05

Year GCP XY error [cm] Z error [cm] Total error [cm]

2010 8 63.09 14.29 64.69

2017 11 2.67 2.25 3.49

2018 13 1.12 0.54 1.24

DODs

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1996 - 2010 2010 - 2018

1996 - 2018

Point displacement evaluation

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Conceptual summary

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Multispectral survey - UAV

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GNNS Receiver

Multispectral sensor

Calibration sensor

Battery unit

Band Center [nm] Bandwidth [nm]

Blue 475 20

Green 560 20

Red 668 10

Red edge 717 10

Near infrared 840 40

Micasense.com

Multispectral survey - CIR composite

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A. dense tree cover in stress;B, C. pioneer vegetation in stress

on scarcely evolved soils;D. trees in healthy condition.

Concluding remarks

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METHODOLOGY

• UAV surveys have provided encouraging results in the monitoring of the landslide;

• Monitoring data will be helpful in residual risk assessment and management;

• The methodology is feasible for a low cost, post emergency, monitoring;

• Multispectral data have provided further hints for the interpretation of the

phenomenon;

• SfM algorithms have confirmed their potential even in processing a salvaged

dataset.

LANDSLIDE

• The landslide formed a 54 meters scarp;

• The retreat of the scarp is still in progress;

• The erosion of the non channeled sector of the river is clearly depicted;

• In the deposit sector huge limestone blocks emerged from the matrix;

• The vegetated banks of the channeled sector of the river are growing but in stress

conditions.

Concluding remarks

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Thank for your attention!

19Danilo Godone, PhD – [email protected]