四等水准路线平差计算表点号距离高差中数改正数改正后的高差平差后的高程备注YD45-252.198C1255.364C2333.308GE04100.6641155.3972165.2644248.6695392.043782.1278120.3489113.25410155.73211195.473-43.4230.002-43.4215.7600.0015.76112.0370.00112.0381.8500.0011.8513.4430.0013.444-8.8340.003-8.83121.6720.00221.6746.6010.0016.6022.8260.0012.827-13.0900.001-13.08931.2840.00331.28758.7400.00258.7420.7310.0000.73190.22390.954149.697180.984167.894170.722177.324198.998190.168193.612195.463207.501213.262195.473GE17302.907GE1697.347S193.968S290.909S352.903S441.479S529.279S651.065S748.441S872.101S927.323S1026.784S1184.955S1230.025-43.4230.002-43.421169.84153.9700.00353.973223.8131.0500.0011.051224.86413.2510.00113.252238.1166.7400.0016.741244.857-1.5530.000-1.553243.3040.0270.0000.027243.332-0.1390.000-0.139243.1930.3110.0000.311243.504-0.0360.000-0.036243.4690.1930.0010.194243.6620.0350.0000.035243.698-0.2970.000-0.297243.4010.2000.0010.201243.6010.1440.0000.14430.025S1330.150S1417.598S1518.522S1637.690S1753.886S1845.388S1996.09414255.55715162.028NI0080.1440.0000.144243.7460.1360.0000.136243.882-0.2640.000-0.264243.6180.1620.0000.162243.7800.1860.0000.186243.967-0.2400.000-0.240243.7270.2150.0000.215243.943-10.1230.001-10.122233.82010.8400.00210.842244.66311.1720.00111.173255.8364136.240165.577∑D=00m ∑h测＝00mf测=H始+∑h测-H终=00mm＜f容 f容＝±20√L=±00mm理论计算测量： 记录： 计算： 复核： 监理：