清泉C高程测量控制复核表格

(项目名称)高程点一览表建设单位：监理单位：施工单位：中国五冶集团有限公司测表2点号高程(m)位置T14465.812中石油加油站对面C1464.892K14+740左侧铁路桥下C2466.376K14+940左侧C3469.778K15+130右侧C4472.670K15+300右侧C5475.684K15+560右侧C6478.149K15+770左侧C7480.232K15+930右侧C8483.199K16+140左侧C9483.542K16+330左侧C10482.496K16+460左侧C11482.216K16+610右侧路口T01481.825城南高速出入口复核：监理工程师：水准测量成果计算表工程名称：监理单位：施工单位：中国五冶集团有限公司测段编号水准点编号实测高差(m)水准路线长度(m)高差改正数(mm)改正后高差(m)高程(m)备注T14465.812已知点1-0.922190.2+2-0.920C1464.89221.482220.1+21.484C2466.37633.400210.2+23.402C3469.77842.890180.1+22.892C4472.67053.012270.7+23.014C5475.68462.463231.2+22.465C6478.14972.081191.7+22.083C7480.23282.965226.8+22.967C8483.19990.341188.3+20.343C9483.54210-1.047127.0+1-1.046C10482.49611-0.281172.8+1-0.280C11482.21612-0.392118.8+1-0.391T01481.825已知点Σ15.9922327.9+2116.013辅助计算高程闭合差：fh=Σh-(H终-H始)=15.992-(481.825-465.812)=-21mm。fh容=±20√L=±20√2.3279=±31mm，fh﹤Fh容。结论：满足规范四等水准要求，精度合格。计算：复核：监理工程师：年月日四等水准观测手簿（双面尺法）测自至观测：年月日始时分时刻记录：天气：末时分成像：11.8621.5401.6056.393-10.3171.3491.039前1.2895.975151.350.1后-前0.3160.418-21.21.221.1872.4150.9595.648-2-1.2390.7311.983前2.1996.986045.643.2后-前-1.240-1.338-22.43.632.1101.5931.9016.68710.5211.6931.168前1.3806.066141.742.5后-前0.5210.6210-0.82.842.3431.3752.0006.68610.9611.6580.701前1.0385.826-168.567.4后-前0.9620.86021.13.952.8310.7802.5987.38412.0562.3660.304前0.5425.228146.547.6后-前2.0562.1560-1.12.862.4711.1312.1836.86911.3441.8960.545前0.8385.626-157.558.6后-前1.3451.2432-1.11.772.4031.4872.1656.95110.9111.9281.020前1.2535.941-147.546.7后-前0.9121.01020.82.5计算：复核：监理工程师：四等水准观测手簿（双面尺法）测自至观测：年月日始时分时刻记录：天气：末时分成像：82.8060.8362.5957.284-21.9792.3850.398前0.6175.404042.143.8后-前1.9781.880-2-1.70.892.5901.2732.2587.04411.3061.9260.631前0.9525.638166.464.2后-前1.3061.40602.23.0102.6930.9972.3477.035-11.7062.0010.288前0.6425.428169.270.9后-前1.7051.607-2-1.71.3112.6961.1412.3797.16511.5612.0620.496前0.8185.504163.464.5后-前1.5611.6610-1.10.2122.3311.4152.0656.753-10.9021.80.913前1.1645.951053.150.2后-前0.9010.802-12.93.1132.1101.6431.8316.61710.4551.5521.108前1.3756.063-155.853.5后-前0.4560.55422.35.4142.4470.8312.2466.93121.6262.0460.408前0.6195.406040.142.3后-前1.6271.5252-2.23.2计算：复核：监理工程师：四等水准观测手簿（双面尺法）测自至观测：年月日始时分时刻记录：天气：末时分成像：152.0231.1631.7546.542-10.8591.4850.628前0.8955.583-153.853.5后-前0.8590.95900.33.5162.9480.8492.6527.33902.1062.3560.246前0.5475.332259.260.3后-前2.1052.007-2-1.12.4172.1341.3291.8756.664-20.7961.6160.834前1.0815.766251.849.5后-前0.7940.898-42.34.7181.6742.1241.4536.142-2-0.4551.2331.695前1.9096.696044.142.9后-前-0.456-0.554-21.25.9192.1873.2441.8756.6611-1.0471.5632.598前2.9217.609-162.464.6后-前-1.046-0.9482-2.23.7201.8802.1731.4536.142-2-0.2811.0271.298前1.735