基于三维激光扫描与无人机倾斜摄影技术的古建筑重建
何原荣,陈平,苏铮,王植,李权海

Ancient Buildings Reconstruction based on 3D Laser Scanningand UAV Tilt Photography
Yuanrong He,Ping Chen,Zheng Su,Zhi Wang,Quanhai Li
表1 多源数据融合精度结果(单位:m)
Table 1 Precision results of multi-source data fusion (Unit:m)
测点坐标点云模型(S 1) 融合后模型(S 2) Δ=S 1-S 2ΔS测点坐标点云模型(S 1) 融合后模型(S 2) Δ=S 1-S 2ΔS
A1X2 692 832.072 692 832.08-0.010.014A7X2 692 855.602 692 855.61-0.010.017
Y575 152.83575 152.830Y575 152.09575 152.080.01
Z31.4931.50-0.01Z32.3232.310.01
A2X2 692 840.392 692 840.40-0.010.017A8X2 692 848.202 692 848.2000.014
Y575 164.08575 164.070.01Y575 142.10575 142.090.01
Z31.5331.54-0.01Z31.9831.970.01
A3X2 692 839.312 692 839.3100.010A9X2 692 861.802 692 861.790.010.030
Y575 159.88575 159.880Y575 148.16575 148.140.02
Z29.1829.19-0.01Z32.1832.160.02
A4X2 692 835.872 692 835.8700.014A10X2 692 853.942 692 853.9400.022
Y575 155.22575 155.23-0.01Y575 137.63575 137.620.01
Z29.1629.150.01Z32.0131.990.02
A5X2 692 844.502 692 844.51-0.010.017A11X2 692 851.002 692 851.01-0.010.017
Y575 161.66575 161.650.01Y575 155.47575 155.460.01
Z34.5834.570.01Z30.2230.210.01
A6X2 692 835.862 692 835.8600.014A12X2 692 836.472 692 836.4700.010
Y575 149.70575 149.71-0.01Y575 160.35575 160.36-0.01
Z34.5934.580.01Z27.2927.290