Figures & data
Table 1. Summary of the bathymetric LiDAR classification methods.
Figure 1. Test site: (a) Marco Island in Florida, USA and VQ-880-G point cloud data and (b) Samcheok in Gangwon-Do, South Korea and Seahawk point cloud data.
![Figure 1. Test site: (a) Marco Island in Florida, USA and VQ-880-G point cloud data and (b) Samcheok in Gangwon-Do, South Korea and Seahawk point cloud data.](/cms/asset/9d13b0c0-c0f6-48db-980c-212dac7545b2/ujrs_a_2172957_f0001_c.jpg)
Table 2. Summary of the test datasets.
Figure 2. Examples of (a) waveform decomposition; (b) water levels; and (c) pseudo-waveform decomposition.
![Figure 2. Examples of (a) waveform decomposition; (b) water levels; and (c) pseudo-waveform decomposition.](/cms/asset/bbd79403-daf6-4c35-81eb-f208cfce9913/ujrs_a_2172957_f0002_c.jpg)
Figure 3. Key steps of the proposed workflow: (a) 2D grid cell structure generation; (b) point cloud that falls onto a single cell; (c) pseudo-waveform generation; (d) pseudo-waveform decomposition; (e) pseudo-waveform classification; and (f) classified point cloud.
![Figure 3. Key steps of the proposed workflow: (a) 2D grid cell structure generation; (b) point cloud that falls onto a single cell; (c) pseudo-waveform generation; (d) pseudo-waveform decomposition; (e) pseudo-waveform classification; and (f) classified point cloud.](/cms/asset/299e133a-db9c-4a26-8fbc-982f14044bba/ujrs_a_2172957_f0003_c.jpg)
Figure 5. Iterative Gaussian decomposition of pseudo-waveform by estimating the potential peaks: (a) original peak detection; (b,c) estimation of the potential peak through Gaussian curve fitting; (d) pseudo-waveform decomposition result.
![Figure 5. Iterative Gaussian decomposition of pseudo-waveform by estimating the potential peaks: (a) original peak detection; (b,c) estimation of the potential peak through Gaussian curve fitting; (d) pseudo-waveform decomposition result.](/cms/asset/6c347081-51d6-457c-a0c4-65f3f649db9b/ujrs_a_2172957_f0005_c.jpg)
Figure 6. Examples of the classification bound determination with (a) four components; (b) two separate components; (c) two intersecting components.
![Figure 6. Examples of the classification bound determination with (a) four components; (b) two separate components; (c) two intersecting components.](/cms/asset/dfd43643-d12d-4e3a-9f00-68c2df5357fa/ujrs_a_2172957_f0006_c.jpg)
Table 3. Test variables for sensitivity analysis.
Table 4. Top 10 combinations of parameters in descending order of overall accuracy for VQ-880G data.
Table 5. Bottom 10 combinations of parameters in ascending order of overall accuracy for VQ-880G data.
Figure 7. Sensitivity analysis that accounts for both water bottom and surface with respect to three parameters: (a) cell size; (b) smoothing filter size; (c) Z threshold.
![Figure 7. Sensitivity analysis that accounts for both water bottom and surface with respect to three parameters: (a) cell size; (b) smoothing filter size; (c) Z threshold.](/cms/asset/0fc11d10-86f9-423b-baa9-93db34ae144d/ujrs_a_2172957_f0007_c.jpg)
Table 6. Performance comparison of the water bottom classification methods for VQ-880G data.
Figure 8. Classified water bottom points of VQ-880G data: (a–e) close-up view of region #1; and (f–j) close-up view of region #2.
![Figure 8. Classified water bottom points of VQ-880G data: (a–e) close-up view of region #1; and (f–j) close-up view of region #2.](/cms/asset/910c624f-50fa-430e-b995-6d48c883817b/ujrs_a_2172957_f0008_c.jpg)
Figure 9. Examples of classification results by depth and water bottom type: (a) clear separation of the water bottom (depth < 1.7 m); (b,c) unclear separation of the water bottom (depth < 1.3 m); (d) very shallow water (depth < 0.7 m); (e) uneven water bottom (depth < 1 m).
![Figure 9. Examples of classification results by depth and water bottom type: (a) clear separation of the water bottom (depth < 1.7 m); (b,c) unclear separation of the water bottom (depth < 1.3 m); (d) very shallow water (depth < 0.7 m); (e) uneven water bottom (depth < 1 m).](/cms/asset/e3915cd2-a312-44bf-ae04-399e0372f011/ujrs_a_2172957_f0009_c.jpg)
Table 7. Optimized parameters and accuracies of the classification result of Seahawk data.
Figure 10. Error distribution in the Z-direction (ΔZ) of Seahawk data: (a) classified water bottom points; (b) MBES data; (c) the difference map of ΔZ; (d) frequency histogram of ΔZ.
![Figure 10. Error distribution in the Z-direction (ΔZ) of Seahawk data: (a) classified water bottom points; (b) MBES data; (c) the difference map of ΔZ; (d) frequency histogram of ΔZ.](/cms/asset/c7a5a53c-ee1e-4e46-a0dc-3e37ba6da372/ujrs_a_2172957_f0010_c.jpg)
Table A1. Specifications for Riegl VQ-880G system.
Table A2. Specifications for Seahawk system.