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1、闭闭 合合 导导 线线 坐坐 标标 计计 算算 表表计算编程:邓亚通 QQ917094347仪仪器器型型号号:组号:观测时间: 年 月 日天气:观测:点号观测角改正数改正后角值坐标方位角边长增量计算值改正后坐标增量( )( )( )( )(m)XYXYA129371801293718如有问题,请联系QQ917094347,12436931061035413.2153.756-36.946149.251-36.946149.251B1440814014408141394559.2122.87400-93.80479.3651224545602245456-93.80479.365945103.2
2、196.18300-16.590195.4802135155901351559-16.590195.4801393504.2178.15200-135.638115.50136707040670704-135.638115.5012522800.2172.56500-51.987-164.5484201162302011623-51.987-164.5482311137.2174.83300-109.566-136.2425150265001502650-109.566-136.2422604447.2250.626-11-40.303-247.3636148220901482209-40.3
3、02-247.3642922238.2206.3020178.540-190.7667643053064305378.540-190.767475145.2143.4250096.225106.355822112070221120796.225106.35563938.253.2060052.8476.171924031490240314952.8476.1713060749.2196.26100115.720-158.516109626590962659115.720-158.516294050.2119.67500103.97459.25911119265601192656103.9745
4、9.259901354.2134.55500-0.544134.55412216422302164223-0.544134.554533131.264.0440038.07251.499A38.07251.499216000000216000002166.457-120.0000.0000.001-0.002角度闭合差及改正数计算坐标增量闭合差计算导线相对闭合差计算理=(14-2)*180 =2160 x理0 y理0 fD=fx +fyf=测-理=fx= 0.001fy=-0.002fD=0.000000.00000f容=2014= 0114.8fD=0.002247913K容=1/ 2000
5、改正数=K=fD/D=0.00000100.0005000说明:此为测试版本,此版本限闭合导线点观测方向为顺时针内角。出现红色为错误警告。如有建议与问题,请与QQ917094347联系,完善后发布共享版。录入:坐标备注X(m)Y(m)565.438430.967已知A点坐标为:X=565.438Y=430.967B点坐标为:X=528.492Y=580.218528.492580.218434.688659.583418.098855.063282.460970.564230.473806.016120.907669.77480.604422.411159.144231.645255.369338.000308.216344.171423.937185.655527.910244.914527.366379.468565.438430.967略图计算编程:邓亚通 QQ917094347说明:此为测试版本,此版本限闭合导线点观测方向为顺时针内角。出现红色为错误警告。如有建议与问题,请与QQ917094347联系,完善后发布共享版。