闭合导线测量成果表(自动计算)

1、闭合导线坐标计算表工程名称：海东市中心城区海东大道一期四号桥桥梁工程年 月 日tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量计算坐标值盘左盘右A x(m)改正数a y(m)改正数XYOfffOfOfffofffGC13连接角40463.91960507.639714724.3GC14000179593421404640417.72660367.2242140512014015932810.3159.764-9.669-0.00049159.471-0.00049ZX20001795939438582.540408.05760526.695438551843840278710.8

2、149.41121.103-0.00046-147.913-0.00046ZX100017959451271117.52.540429.15960378.78112711183071122251830.816.257-11.433-5E-05-11.557-5E-05GC140001795951489372.540417.72660367.22448943228922932810.31795952.5325.4320.0010.001辅助计算草图f B=测-(n-2) X180=-7.5fx = E A x =0.001fy = E A 丫 =0.0012 2fB 容=士 40 V n=士69

3、.28f =Vfx +fy=0.0014142141 fp 11心容丨符合要求111K -K容-f p7.5eS2301152000VB i= -=2.5.n3fVp i为第i角的改正数tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量计算坐标值盘左盘右A x(m)改正数a y(m)改正数XYOfffOfOfffofffGC14连接角40417.72660367.2242251832.5ZX10001795959251193840429.15960378.78125119397119361163810.5106.814-47.887-0.001895.478-0.0009KZ100

4、01795955224715.5-6.8340381.27060474.25822471420247123192519.287.76066.656-0.00148-57.086-0.00074KZ200017959571043149-6.8340447.92560417.17110431532843142243571.342.731-18.765-0.00072-38.39-0.00036ZX10001795955524116-6.8340429.15960378.7815241623241211163810.5180020.5237.3050.0040.002辅助计算草图f B=测-(n-2

5、) X180=20.5fx = E A x =0.004fy = E A 丫 =0.0022 2fB 容=士 40 V n=士69.28f =Vfx +fy=0.0044721361 fp 11心容丨符合要求111K -K容-f B-20.5ES530632000Vp i= -6.83”ESn3fVp i为第i角的改正数观测:计算:复核:闭合导线坐标计算表工程名称：海东市中心城区海东大道一期四号桥桥梁工程2015 年3月6日tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量计算坐标值盘左盘右A x(m)改正数A y(m)改正数XYOfffOfOfffofffGC14连接角40417

6、.72660367.2242251832.5ZX1000179592928145540429.15960378.78128144581014441147337.552.648-44.185028.6280.000184QM1000179593186219.5-140384.97460407.4098621926615153556107.51464.555085.9760.000375QM200018001345922-140449.52960493.38645936225921278151775.75810.8770-74.9730.000265QM300017959321332933-140

7、460.40660418.4131332934313294231444950.469-31.2470-39.6320.000176ZX10001795939951849.5-140429.15960378.7819518422751836147337.536004286.3890.000-0.001辅助计算草图f B=测-(n-2) X180=4fx = E A x =0fy = E A 丫 =-0.0012 2fB 容=士 40 Vn=士80f =Vfx +fy=0.0011 fp 11心容丨符合要求111K -K容-f p-4eS2863892000Vp i= -=-1fn4fVp i为第

8、i角的改正数观测:计算:复核:闭合导线坐标计算表工程名称：海东市中心城区海东大道一期四号桥桥梁工程2015 年3月8日tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量计算坐标值盘左盘右A x(m)改正数a y(m)改正数XYOfffOfOfffofffGC14连接角40417.72660367.2242251832.5ZX10001795927278225440429.15960378.78127822539822221434126.549.776-40.111-0.0003729.475-0.00091MD1000179595293958.5-0.640389.04860408

9、.25593100273949565124.4100.69955.056-0.0007484.316-0.00185MD2000179594744505.5-0.640444.10360492.5694450822449502814129.325.3835.144-0.00019-24.856-0.00047MD30001795958174154.5-0.640449.24760467.71317415935414582755633.250.5395.232-0.00037-50.267-0.00093MD400017959591405018-0.640454.47860417.4451405

10、01932050162364650.646.216-25.319-0.00034-38.663-0.00085ZX10001795952865436.5-0.640429.15960378.78186544726654181434126.554003272.6130.0020.005辅助计算草图f B=测-(n-2) X180=3fx = E A x =0.002fy = E A 丫 =0.0052 2fB 容=士 40 V n=士89.44f =Vfx +fy=0.0053851651 fp 11心容丨符合要求111K -K容-f p-3eS506222000Vp i= -=-0.6.n5f

11、Vp i为第i角的改正数观测:计算:复核:闭合导线坐标计算表工程名称：年 月 日JH tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量计算坐标值盘左盘右A x(m)改正数a y(m)改正数XYOfffOfOfffofff连接角辅助计算草图f B=测-(n-2) X180=fx = E A x =fy = E A 丫 =心容=士 40 V n=士f =Vfx2+fy2=1 fp 11心容丨不符合要求111K -K容-V f bES2000VB i= -=-fnfV i为第i角的改正数闭合导线坐标计算表工程名称：年 月 日JH tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量计算坐标值盘左盘右A x(m)改正数a y(m)改正数XYOfffOfOfffofff连接角辅助计算草图f B=测-(n-2) X180=fx = E A x =fy = E A 丫 =心容=士 40 V n=士f =Vfx2+fy2=1 fp 11心容丨不符合要求111K -K容-V f bES2000VB i= -=-fnfV i为第i角的改正数闭合导线坐标计算表工程名称：年 月 日JH tp. 点号观测角观测角改正数()坐标方位角边长(m)坐标增量