平面控制测量用 表格

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1、测站点号读数（m）高差(m)平均高差(m)改正数改正高差(m)高程后视前视+－+－（mm）+－（m）ⅠB150.7700.9080.8100.90900.90939.8005.555B161.67838.8916.365ⅡB161.2020.3780.4760.37700.3775.891B171.58038.5146.367ⅢB171.1270.6650.7830.665－10.6645.814B181.79237.8486.597ⅣB180.9980.9411.0400.940－10.9395.685B11.93936.9076.725ⅤB11.6650.3250.1990.3

2、26－10.3276.325B21.34037.2326.126ⅥB21.4500.0130.0850.014－10.0156.136B31.43737.2456.221ⅦB31.5360.0760.0260.07500.0756.222B41.46037.3206.248ⅧB41.3400.2260.3250.22600.2266.027B51.56637.0946.352ⅨB51.8750.7350.6330.734－10.7356.561B61.14037.8275.928表1：高程控制测量续表：ⅩB61.5270.2970.2010.299－10.30037.8276.21

3、6B71.23038.01256.015ⅪB71.6920.5320.4320.53200.5326.380B81.16038.6575.948ⅫB81.7800.7450.6650.74500.7456.467B91.03539.4025.802ⅩⅢB91.7950.7700.6720.77200.7726.482B101.02540.1745.810ⅩⅣB101.9900.8810.7810.88100.8816.678B111.10941.0555.897ⅩⅤB111.4170.1840.2810.18200.1826.106B121.60140.8636.387ⅩⅥB121

4、.3930.2880.3890.288－10.2876.080B131.68140.5846.469ⅩⅦB131.3620.0830.1870.08500.0856.047B141.44540.4996.234ⅩⅧB141.3750.7000.7980.69900.6996.063B152.07539.8006.861表1：高程控制测量