广德县S230广溧路路面改善工程建设项目
附合水准测量高差闭合差计算表测段点号L1-0.333L2-0.142L30.172L40.074L5-0.78L6-0.135L7-0.147L90.101L100.306L120.18L136.908L153.194L14-5.315L161.465L17-1.335L186.787L191.1L20-0.581L213.431L22-4.053L23-6.485L242.809L250.758L26∑8.774538.0080.0338.803129.5620.0010.75935.856已知点184.0120.0012.8135.097246.9210.002-6.48332.28770.5980.001-4.05238.77169.2070.0013.43242.82281.7880.001-0.5839.39228.8250.0021.339.97481.9310.0026.738.077306.3710.002-1.33331.288288.7730.0021.46732.621340.1450.002-5.31331.15477.1810.0013.19536.467114.3450.0016.90933.272133.8740.0010.18126.363200.3860.0020.30826.18297.4730.0010.10225.874317.7740.002-0.14525.772123.030.001-0.13425.917314.30.002-0.77826.051151.7540.0010.07526.829178.2780.0010.17326.754193.3330.002-0.1426.581108.1470.001-0.33226.721实测高差(m)距离L(m)改正数(m)改正后高差(m)高程(m)27.053备注已知点fh=27.053+8.77-35.856=-33mm   ∑L=4.538km  f容=±20√L=±42mm辅助计算fh