导线点平差计算表

观测角改正前计算坐标方位角α°′″(°′″)(°′″)X515 134 56 23.0331.008471134.939722X514 284 43 38.0284.727222226.281248X51370213.0336.24430470.036944X512 241 35 16.0241.587778274.656526X5117537 55.0 75.631944379.024582X510 241 45 25.0241.756944317.267637X509 171 233.8171.042722326.224915X508 192 42 61.0313.507971192.716944X507 253 45 53.0253.764722239.743248X5068646 24.0332.96991586.773333V5041266 20 26.2266.340611246.629304V5031128 19 24.0128.323333298.305971V503 165 12 20.0165.205556313.100415V502测点观测角145.0820820.000000325.0820820.000000145.082082325.0820820.0000000.000000145.082082325.0820820.0000000.000000145.0820820.000000325.0820820.000000145.0820820.000000325.082082145.0820820.0000000.000000325.082082145.0820820.0000000.000000158.781944325.082082X5171584655.0346.300137X5162664853.0266.814722259.485415V5131533214.0153.537222285.948193X5151345623.0134.9397220.000000145.0820820.000000325.0820820.000000145.0820820.000000325.0820820.000000145.082082325.0820820.0000000.000000145.082082325.0820820.0000000.000000145.0820820.000000325.0820820.000000145.0820820.000000325.082082145.0820820.0000000.000000325.082082145.0820820.0000000.000000325.0820820.000000145.082082改正前或实测值总和193646.104014359.204429 设计值总和1440.000000359.205025差值（实-设）##############293.913111GS21GS22 293 54 47.2359.204429117.329583307.961734X519 117 19 46.5245.291318325.082082180.0000162.879653X518 162 52 46.8325.0820820.000000改正前大地坐标方位角α改正数改正角改正后计算坐标方位角α(°′″)(″)(°′″)(°′″)134.939754331.008471331.0088470.000031284.72725470.0369760.000031226.281248226.2815940.000031336.244304336.244618241.5878090.000031274.656526274.6568090.00003175.63197619.024582379.0248330.000031241.756976317.267637317.2678570.000031171.042754326.224915326.225103192.716976313.507971313.5081270.000031253.76475486.7733650.000031239.743248239.7433740.000031332.969915332.9700090.000031266.340643246.629304246.6293670.000031298.305971128....