三角高程计算表(带公式)

第1页.共8页(m)(m)° ′ ″° ′ ″(m)(m)(mm)(m)(mm)(m)(m)(γ ″)89-49-26212.870-289-49-29212.870290-11-14212.870090-11-14212.870090-23-22508.980290-23-19508.980-289-36-05508.979-189-36-06508.979187-53-32442.080187-53-30442.080-192-06-19442.078-192-06-20442.078188-34-19437.169-188-34-20437.169191-26-21437.168291-26-17437.168-288-30-17521.514188-30-15521.514-191-29-50521.514091-29-50521.514089-08-21354.279-289-08-25354.279290-43-48354.292-290-43-52354.292289-30-03655.2024689-29-51655.202-690-31-09655.203-190-31-10655.203190-17-58372.683290-17-55372.683-2-0.11926.25510.9441″96.376-11″-2099″2131924329″.″7916.33025.516-57499″89-36-06508.99118-22.1379.18687-53-31442.3791416.329-3.531186069.304I1241I12401.4661.500I12421.5431.5001.″0610405″1405″I12411.4061.50090-23-21508.99218I1240GPS70961.5861.50090-11-14212.8713-0.606237-0.119I12401.50089-49-28212.8713-0.844GPS70961.″555.543-43.901192730-8.2905.42741652-47.079107.320130.795-10.92313.599530935133.575-55.52378.05213-55.508γ测站mz=-16.332前视测 回天顶距单程平均天顶距单程斜距值仪器高(I)γ ″互差△h测程段 高差均值置镜点高程往返高差天顶距角 超1.500平距E-R棱镜高(U)141392-06-2088-34-20I1441I1243I1242I1244I12421.4061.5001.5001.5431.5001.4641.50090-17-5791-26-1988-30-1691-29-5089-08-2390-31-1090-43-5089-29-57442.377437.305437.306521.692521.692354.319354.321655.227-7″1.″12-43.9071.″4123.″241.″58655.230372.688I1244I1245I1246I12431.5001.500I12451.5801.500I12441.4641.500I12461.5611.500I12451.5801.500I12471.5292.050273010光电测距三角高程计算表太中线 太原至汾阳段 定测.″511987270.860I1243置镜点后视计算:复核:2016/8/15第2页.共8页(m)(m)° ′ ″° ′ ″(m)(m)(mm)(m)(mm)(m)(m)(γ ″)γ测站mz=前视测 回天顶距单程平均天顶距单程斜距值仪器高(I)γ ″互差△h测程段 高差均值置镜点高程往返高差天顶距角 超平距E-R棱镜高(U)光电测距三角高程计算表太中线 太原至汾阳段 定测置镜点后视89-32-39372.682-289-32-43372.682291-35-15666.242-1091-35-35666.2401088-25-35666.241088-25-35666.241090-16-19572.027-190-16-20572.027189-44-46...