Similarity Analysis between Contour Lines by Remotely Piloted Aircraft and Topography Using Hausdorff Distance: Application on Contour Planting
Abstract
:1. Introduction
2. Study Area
3. Data and Methods
3.1. Data Acquisition and Analysis
3.1.1. Tracking Points by GNSS
3.1.2. Conventional Topographic Survey
3.1.3. Remotely Piloted Aircraft Survey
3.2. Quality Control
- n is the number of samples;
- Xreference as coordinate value (x) in the reference product (m);
- Xtest as coordinate value (x) in the product tested (m).
- n is the number of samples;
- Yreference as coordinate value (y) in the product reference (m);
- Ytest as coordinate value (y) in the reference product (m).
- n is the number of samples;
- Zreference as coordinate value (z) in the reference product (m);
- Ztest as coordinate value (z) in the reference product (m).
3.3. Hausdorff Distance Application
- dH(A,B): as Hausdorff distance.
- sup: as the highest value between two data set.
- h(A,B): as the highest distance between the minimum data set from A to B.
- h(B,A): as the highest distance between the minimum data set from B to A.
3.4. Database System Application of Hausdorff Algorithm
4. Results and Discussion
4.1. Differences in Relief Modeling
4.2. Validation and Accuracy Analysis
4.3. Simiarity of Hausdorff Distance
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Intervals of Difference among DEMs (m) | Area 1 (%) | Area 2 (%) | Area 3 (%) | Area 4 (%) |
---|---|---|---|---|
≤0.065 | 23.50 | 25.23 | 55.76 | 84.99 |
0.066–0.135 | 36.50 | 69.43 | 38.66 | 14.03 |
0.136–0.270 | 38.86 | 5.33 | 5.58 | 0.84 |
0.271–0.500 | 1.14 | 0.01 | 0.00 | 0.14 |
≥0.501 | 0.00 | 0.00 | 0.00 | 0.00 |
Slope Difference Intervals (%) | Area 1 (%) | Area 2 (%) | Area 3 (%) | Area 4 (%) |
---|---|---|---|---|
≤2.0 | 93.15 | 84.69 | 92.73 | 99.59 |
2.1–4.0 | 6.25 | 9.78 | 4.92 | 0.31 |
4.1–6.0 | 0.51 | 3.29 | 1.39 | 0.10 |
6.1 | 0.09 | 2.24 | 0.96 | 0.00 |
Parameters | Area 1 | Area 2 | Area 3 | Area 4 |
---|---|---|---|---|
(m) | 0.032 | 0.043 | 0.029 | 0.018 |
(m) | 0.019 | 0.037 | 0.019 | 0.008 |
. (m) | 0.078 | 0.112 | 0.071 | 0.036 |
. (m) | 0.010 | 0.000 | 0.000 | 0.010 |
RMSEx (m) | 0.027 | 0.035 | 0.029 | 0.014 |
RMSEy (m) | 0.025 | 0.044 | 0.018 | 0.014 |
RMSEr (m) | 0.037 | 0.057 | 0.035 | 0.020 |
Parameters | Area 1 | Area 2 | Area 3 | Area 4 |
---|---|---|---|---|
(m) | 0.046 | −0.003 | 0.039 | 0.022 |
(m) | 0.056 | 0.065 | 0.048 | 0.033 |
. (m) | 0.210 | 0.140 | 0.150 | 0.090 |
. (m) | −0.050 | −0.100 | −0.050 | −0.040 |
RMSEz (m) | 0.071 | 0.063 | 0.061 | 0.039 |
Parameters | Area 1 | Area 2 | Area 3 | Area 4 |
---|---|---|---|---|
Horizontal accuracy (m) | 0.064 | 0.099 | 0.061 | 0.035 |
Vertical accuracy (m) | 0.139 | 0.123 | 0.120 | 0.076 |
Contour Line Elevation (m) | Hausdorff Distance (m) | Contour Line Elevation (m) | Hausdorff Distance (m) | ||
---|---|---|---|---|---|
Area 1 | Area 2 | Area 3 | Area 4 | ||
857 | - | 0.573 | 13 | 1.046 | - |
858 | - | 0.382 | 14 | 2.005 | 0.983 |
859 | - | 0.448 | 15 | 1.570 | 1.400 |
860 | - | 0.448 | 16 | 2.247 | 0.290 |
861 | - | 0.424 | 17 | 3.102 | 0.238 |
862 | - | 0.354 | 18 | 1.372 | 0.187 |
863 | 1.275 | 0.416 | 19 | 2.808 | 0.223 |
864 | 1.096 | 0.334 | 20 | 2.083 | - |
865 | 0.535 | 0.388 | 21 | 2.861 | - |
866 | 0.663 | 0.262 | 22 | 1.677 | - |
867 | 0.545 | 0.352 | 23 | 3.011 | - |
868 | 0.765 | 0.258 | - | - | - |
869 | 0.600 | 0.218 | - | - | - |
870 | 0.547 | 0.249 | - | - | - |
871 | 0.637 | - | - | - | - |
872 | 0.560 | - | - | - | - |
873 | 0.551 | - | - | - | - |
874 | 0.491 | - | - | - | - |
875 | 0.572 | - | - | - | - |
876 | 0.841 | - | - | - | - |
877 | 0.581 | - | - | - | - |
878 | 0.592 | - | - | - | - |
879 | 0.331 | - | - | - | - |
880 | 0.437 | - | - | - | - |
881 | 0.295 | - | - | - | - |
Parameters | Area 1 | Area 2 | Area 3 | Area 4 |
---|---|---|---|---|
(m) | 0.627 | 0.365 | 2.162 | 0.554 |
(m) | 0.235 | 0.097 | 0.707 | 0.512 |
. (m) | 1.275 | 0.573 | 3.102 | 1.400 |
. (m) | 0.295 | 0.218 | 1.046 | 0.187 |
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Freire, A.A.R.; Antunes, M.A.H.; de Barros, M.M.; de Souza, W.D.; de Sousa da Silva, W.; de Souza, T.M. Similarity Analysis between Contour Lines by Remotely Piloted Aircraft and Topography Using Hausdorff Distance: Application on Contour Planting. Remote Sens. 2022, 14, 3269. https://doi.org/10.3390/rs14143269
Freire AAR, Antunes MAH, de Barros MM, de Souza WD, de Sousa da Silva W, de Souza TM. Similarity Analysis between Contour Lines by Remotely Piloted Aircraft and Topography Using Hausdorff Distance: Application on Contour Planting. Remote Sensing. 2022; 14(14):3269. https://doi.org/10.3390/rs14143269
Chicago/Turabian StyleFreire, Alexandre Araujo Ribeiro, Mauro Antonio Homem Antunes, Murilo Machado de Barros, Wagner Dias de Souza, Wesley de Sousa da Silva, and Thaís Machado de Souza. 2022. "Similarity Analysis between Contour Lines by Remotely Piloted Aircraft and Topography Using Hausdorff Distance: Application on Contour Planting" Remote Sensing 14, no. 14: 3269. https://doi.org/10.3390/rs14143269