Skip to main content

Official Journal of the Asia Oceania Geosciences Society (AOGS)

Table 1 Displacement values collected by K-C1 and calculated for reference points (unit: mm)

From: A pixel analysis technique and unmanned aircraft system for horizontal displacement in the landslide potential area

Time

K-C1

Point 1

Point 2

Point 3

2/23 (12:00)

500

600

535

1436

3/01 (12:00)

1111

1109

916

2591

3/05 (12:00)

1801

2009

1660

4008

3/12 (12:00)

3222

3422

2612

6225

3/19 (12:00)

4390

4330

3174

7761

3/26 (12:00)

5366

5515

4101

9214

CE

0.998

0.917

0.793

  1. \({\text{CE}} = 1 - \sum\limits_{t = 1}^{n} {\left( {D_{{{\text{rec}}}} (t) - D_{{{\text{cal}}}} (t)} \right)^{2} } /\sum\limits_{t = 1}^{n} {\left( {D_{{{\text{rec}}}} (t) - \overline{D}_{{{\text{rec}}}} } \right)^{2} }\), where \(D_{{{\text{rec}}}} (t)\) and \(D_{{{\text{cal}}}} (t)\) denote the recorded and calculated displacement at time t, respectively; \(\overline{D}_{{{\text{rec}}}}\) is the mean recorded displacement, and n is the number of displacement records. The CE is used to measure the similarity between the calculated and observed displacements. A more accurate fit is obtained when the value of CE is approximately one