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METHOD OF DEFINING ANGLE MEASUREMENT ERRORS IN GROUND LASER SCANNER

机译:确定地面激光扫描仪角度测量误差的方法

摘要

FIELD: physics.;SUBSTANCE: reference section with its ends fixed by points is selected. Scanner is placed at location of line connecting two points approximately at line center. Scanner vertical axis is set vertically with error not exceeding 5°. Plates are arranged on fixed pints and centered above said points, vertical axes being arranged vertically. Multiple measurements are made (over 1000) for both plates in compliance with operating instructions to produce 2 scans. Said scans are used to define centers of plates as intersection of diagonals to calculate spatial coordinates of plate centers. The latter are used to define distance between plates S1-2. Obtained distances are compared with reference values Sref. Measurement error mmeas is defined by formula mmeas -Sref-S1-2 to compare errors in mmeas with tolerances. Tolerance is defined by formula where ms=(a+b×10-6 S1-2) is mean square measurement error of distances specified in operating instructions for particular ground laser scanner type, "a" is constant (instrumental) error and "b" is regular error specified in operating instructions.;EFFECT: higher validity and accuracy of error determination.;2 dwg
机译:领域:物理。;实体:参考点,其末端由点固定。扫描仪放置在连接两个点的直线位置上,这些点大约位于直线中心。扫描仪垂直轴垂直设置,误差不超过5°。板布置在固定的品脱上并且在所述点上方居中,竖直轴线竖直地布置。根据操作说明对两块板进行多次测量(超过1000次)以进行2次扫描。所述扫描用于将板的中心定义为对角线的交点以计算板的中心的空间坐标。后者用于定义板S 1-2 之间的距离。将获得的距离与参考值S ref 进行比较。测量误差m meas 由公式m meas -S ref -S 1-2 定义,以比较误差m meas (具有公差)。公差由公式定义,其中m s =(a + b×10 -6 S 1-2 )是针对特定地面激光扫描仪类型的操作说明中指定的距离的均方测量误差,“ a”为常数(仪器)错误;“ b”是操作说明中指定的常规错误。;效果:错误确定的更高有效性和准确性。2dwg

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