二等水准测量自动计算表格.xls

二二等等水水准准测测量量观观测测记记录录工程名称：仪器：观测：记录：复核：日期：测站编号后视点名后视上丝 前视上丝 基尺中丝（后）辅尺中丝（后）后视高程前视点名后视下丝 前视下丝 基尺中丝（前）辅尺中丝（前）（code)视距视距高差1高差2前视高程视距差dd高差平均值BM11.367971.954121.130724.14631ZD10.893241.479331.71724.7327147.547.5-0.58648-0.586400-0.586440ZD11.381621.955591.144684.16029ZD20.907891.48311.719644.7349247.447.2-0.57496-0.574630.20.2-0.574795ZD21.81751.192981.683094.6988ZD31.548720.917991.05564.0711926.927.50.627490.62761-0.6-0.40.627550ZD31.73511.614591.58474.60002ZD41.433391.316311.465614.4811930.229.80.119090.118830.400.118960ZD41.718711.35731.555264.57072ZD51.391351.030681.193924.209332.732.70.361340.36142000.361380ZD51.606981.387391.535434.5509ZD61.463621.24411.315824.3314814.314.30.219610.21942000.219515ZD61.418811.363591.341514.3569ZD71.263491.203821.283964.2996515.5160.057550.05725-0.5-0.50.057400ZD70.489141.800321.706894.72242DTIV0360.293891.612810.391823.4072919.518.81.315071.315130.70.21.315100000000.20.000000备注说明：精密测量指标如下：1、基辅尺参数3.0155m。2、视距差须小于1.0m,前后视距累计差须小于3.0m。3、奇数站：按后前前后；偶数站：按前后后前。观测：记录：复核：日期：