Models how incidence angle (cos α) and range (squared) degrade TLS signal-to-noise and per-point range noise on planar surfaces, isolates the scan-geometry share with total-least-squares plane fits, and validates it on a rotated reference board (Leica HDS6000, 5 to 50 m, 0° to 80°) and a room scanned from two viewpoints (FARO LS880 HE), where about 20% of the noise stems from non-zero incidence angles (3.23 mm before versus 2.55 mm after correction).

技術屬性

欄位內容為文獻擷取紀錄的原文用語(英文),以原文為據;「未查證」表示本研究尚未讀到該資訊,不代表該方法不具備此能力。

TLS scanning geometry 的技術屬性
感測輸入terrestrial laser scanner Leica HDS6000 (reference board experiments)、terrestrial laser scanner FARO LS880 HE (room experiment, 1/4 of full resolution)
原文測試平台static terrestrial scanner stations (scanner mounting not described; only the reference board is stated to be on a tripod)
狀態估計total least squares plane fitting per segment or per 5°x5° spherical patch; beam-direction residuals converted to orthogonal residuals with the incidence-angle coefficient c_I(α) = cos α and a range coefficient c_R(ρ) derived from a simplified radar range equation under a Lambertian assumption
資料關聯不適用
時間表示不適用
去畸變不適用
迴圈閉合不適用
全域最佳化none
地圖表示不適用
先驗資訊local surface normals from plane fits (or a CAD model) to compute per-point incidence angles; scanner-specific range limits (0 m and 80 m used for the HDS6000)
可輸出幾何per-point noise levels (beam direction and orthogonal) and per-patch standard deviation maps shown as net-views; no new point cloud product
計算需求offline Matlab on a Dell Precision 390 (dual-core Intel CPU 2.13 GHz, 3 GB RAM, NVIDIA Quadro FX 3500, Windows 7); runtime not reported

使用設備

原文使用的感測器、運算硬體與載具(equipment)。型號保留原文寫法,連結到設備頁中同一型號的歸併名稱;角色依原文用途分為方法輸入、資料集感測器、執行運算平台、參考或真值量測(reference or ground truth)與比較對象設備。

原文使用的設備
類別型號(原文寫法)角色資料集原文規格出處
地面雷射掃描儀(TLS)Leica HDS6000方法輸入未標示range-model limits d_min 0 m and d_max 80 m used (Sec. 4.2.2); experiments under near-laboratory conditions(Soudarissanane et al., 2011, Sec. 4, 4.2.2)
地面雷射掃描儀(TLS)FARO LS880 HE方法輸入未標示resolution set to 1/4 of full; room point cloud over 20 million points; written 'LS880 HE80' in Sec. 6(Soudarissanane et al., 2011, Sec. 5.1, 6)
運算硬體Dell Precision 390執行運算平台未標示dual-core Intel CPU 2.13 GHz, 3 GB RAM, NVIDIA Quadro FX 3500, Windows 7, Matlab(Soudarissanane et al., 2011, Sec. 5.2.3)
其他1 x 1 m white coated plywood board on tripod with goniometer參考或真值量測未標示rotatable horizontally with 2° precision; considered almost Lambertian(Soudarissanane et al., 2011, Sec. 4, Fig. 4)

作者報告的優勢與限制

優勢

限制

營建工程相關證據

作者以 as-built 模型與結構監測作為誤差傳播的應用情境(Sec. 1),並建議先以 CAD 圖與初步低解析度掃描計算入射角與距離,再決定掃描站位以達到指定精度門檻(Sec. 6)。實驗僅在近實驗室條件的板件與空房間進行,未在施工工地驗證。對 SLAM 點雲而言,這提供以入射角與距離作為點位加權或篩選依據的理論基礎(推論)。

原文驗證環境:受控實驗

報告的性能數據

性能數據仍在分批查證,目前尚未收錄此方法的報告值。

來源

  • Soudarissanane et al., 2011

    Sylvie Soudarissanane, Roderik Lindenbergh, Massimo Menenti, Peter Teunissen(2011)Scanning geometry: Influencing factor on the quality of terrestrial laser scanning pointsISPRS Journal of Photogrammetry and Remote Sensing, 66(4), pp. 389-399

    同儕審查已出版已讀全文經典

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