正常水准面不平行改正及尺长改正数计算表水准路线：杜奇37 至 杜奇38纬 度φ(°)(′)计算者：袁国华 检查者：杨红军平均高程H(m)纬差ΔH×Δφφ(′)水准点编号观测高差h′(m)近似高程(m)505正常水准面不平行尺长改正改正后高差改正ε＝数(mm)h(m)－AHΔφ(mm)-0.80.0-1.70.90.00.80.01.60.00.80.8-9.9-4.0-13.91.40.28.44.55.72.9-0.5-1.00.022.569.165031.5149-3.1707-0.5083-19.1038-10.2065-12.9432-6.471.07082.2048杜奇374444444444444444444444444322.5805449.1690444545-19.11304444424241401.07052.2050-10.2110-12.9505-6.492531.5305-3.1730-0.5085516528532537568565565555545535522516517519516518540528519552566565102-10-1051601104-5660-5550DKD35DKE553009DKE51DKE52DKD34DKE54DKD40DKE56-2-10560-1-10-516-518DKE60杜奇38杜奇38444444444444444038403941434013.9125-5.5860-8.0800-4.85605.6030-1.0510519533524518510505519512-3-15362.3521514508-122-521102810160.8-1.6-1.5526528-2-1052210561.6-1.60.0-2.50.52.53.62.1-6.10.00.00.00.00.00.00.05.6021-1.0521-5.5827-8.0781-4.855413.9087DKE63DKE62DKD39DKE61杜奇37杜奇3877,078-0.440A=0.0000015371×sin2φ=0.000001522
