From: Fast Estimation of Loader’s Shovel Load Volume by 3D Reconstruction of Material Piles
Items | Load 1 | Load 2 | Load 3 | Load 4 | Load 5 | Load 6 | Load 7 | Load 8 |
---|---|---|---|---|---|---|---|---|
Test 1 | 1.304 | 2.502 | 4.281 | 5.674 | 6.901 | 8.320 | 9.704 | 11.404 |
Test 2 | 1.276 | 2.512 | 4.229 | 5.412 | 6.810 | 8.322 | 9.980 | 11.441 |
Test 3 | 1.328 | 2.625 | 4.264 | 5.594 | 7.299 | 8.139 | 9.809 | 11.195 |
Test 4 | 1.407 | 2.562 | 4.211 | 5.561 | 7.400 | 8.361 | 9.812 | 11.424 |
Test 5 | 1.428 | 2.688 | 4.260 | 5.515 | 7.306 | 8.281 | 9.811 | 11.190 |
Alpha-radius | 0.36 | 0.36 | 0.36 | 0.32 | 0.32 | 0.38 | 0.38 | 0.38 |
Average volume estimation (\({\mathrm{m}}^{3}\)) | 1.349 | 2.578 | 4.249 | 5.551 | 7.143 | 8.285 | 9.823 | 11.331 |
Actual volume of single bucket (\({\mathrm{m}}^{3}\)) | 1.45 | 1.42 | 1.40 | 1.43 | 1.35 | 1.35 | 1.42 | 1.40 |
Actual volume of shovel load(\({\mathrm{m}}^{3}\)) | 1.45 | 2.87 | 4.27 | 5.70 | 7.05 | 8.40 | 9.82 | 11.22 |
Relative error (%) | −6.99 | −10.19 | −0.49 | −2.61 | 1.32 | −1.37 | 0.04 | 0.99 |
Standard deviation (\({\mathrm{m}}^{3}\)) | 0.0589 | 0.0703 | 0.0254 | 0.0866 | 0.2395 | 0.0770 | 0.0886 | 0.1133 |