水准点测量计算成果表.

水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）GPS09140.595-4.971JD01135.62135.6240.001-0.003135.6210.231-0.504JZ23-1135.12-0.004135.1130.259-1.81JZ23′133.31-0.003133.3000.2061.351JD02-1134.661-0.003134.6480.192.326JD02136.973136.987-0.002-0.003136.9710.2031.578JD03-1138.565-0.004138.5450.293-1.395JZ24′137.157137.17-0.008-0.001137.1490.064-8.684JD04128.461128.4860.000-0.004128.4610.336-3.089BMS10125.369125.3970.000-0.003125.3690.246-15.198-15.226-0.009结论：高程闭合差在允许范围内∑△h=-15.198mL=2.03kmHn-H0=125.369-140.595=-15.226mfh=∑△h-(Hn-H0)=-15.198+15.226=0.028≤fh允=±0.028　检测：计算：复核：日期：水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路合同号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）BM10125.369-0.426JZ25′-1124.943-0.003124.940-0.705JZ25′124.273124.238-0.039-0.001124.2341.906JD06126.138126.144-0.002-0.004126.1361.531JD07′127.667127.675-0.002-0.002127.6650.240JD07′-1127.9150.000127.905-0.094BM11127.809127.8210-0.002127.8092.4522.440-0.043-0.012结论：高程闭合差在允许范围内∑△h=2.452mL=1.302kmHn-H0=127.809-125.369=2.44mfh=∑△h-(Hn-H0)=2.452-2.44=+0.012＜fh允=±0.023检测：计算：复核：日期：水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路合同号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）BM11127.8090.525JZ26′-1128.3340.001128.3350.2760.833JZ26′129.166129.1670.0030.001129.1690.21-2.392JD08126.791126.775-0.0120.001126.7790.31-0.409JD09126.369126.3660.0020.001126.3710.26-1.834JD09-1124.5320.001124.5370.1252.863JZ27′127.408127.395-0.0060.001127.4020.293-2.895JZ27′-1124.5000.001124.5070.111-0.654JZ27′-2123.8460.001123.8540.1551.085JD10-1124.9310.001124.9400.1441.141JD10-2126.0720.001126.0820.221-6.198JD11119.886119.874-0.0010.002119.8850.3950.949GPS10′120.836120.8230.0000.002120.8360.336-6.986-6.973结论：高程闭合差不在允许范围内∑△h=-6.986mL=2.836kmHn-H0=120.836-127.809=-6.973mfh=∑△h-(Hn-H0)=-6.986+6.973=-0.013≤fh允=±0.033检测：计算：复核：日期：水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路合同号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）BM11127.8090.525JZ26′-1128.3340.002128.3360.2760.833JZ26′129.166129.1670.0050.002129.1710.21-2.392JD08126.791126.775-0.0100.002126.7810.31-0.409JD09126.369126.3660.0050.002126.3740.26-1.834JD09-1124.5320.001124.5410.1252.863JZ27′127.408127.395-0.0020.002127.4060.293-2.895JZ27′-1124.5000.001124.5120.111-0.654JZ27′-2123.8460.001123.8590.1551.085JD10-1124.9310.001124.9460.1441.141JD10-2126.0720.002126.0880.221-6.198JD11119.886119.8740.0070.003119.8930.3950.949GPS10′120.845120.8230.0000.003120.8450.336结论：高程闭合差不在允许范围内∑△h=-6.986mL=2.836kmHn-H0=120.845-127.809=-6.964mfh=∑△h-(Hn-H0)=-6.986+6.964=-0.022≤fh允=±0.033检测：计算：复核：日期：水准点测量计算成果表（编号：）建设项目：测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）GPS10′120.836120.8452.643JD12123.480123.4790.0030.004123.4830.4940.0030.011-0.0080.890.000JZ28′124.372124.3690.0030.002124.3750.2420.0030.011-0.0082.8050.000JD13127.18127.1740.0030.003127.1830.3460.0030.01-0.0075.8310.000JD14133.018133.005-0.0000.004133.0180.436-0.0000.006-0.0068.5220.000JZ29′141.545141.527-0.0010.004141.5440.433-0.0010.004-0.0056.7610.000JD15148.313148.288-0.0060.002148.3070.254-0.006-0.001-0.0056.1580.000JZ30′154.476154.446-0.0090.003154.4670.317-0.009-0.004-0.0057.258JD16161.74161.704-0.0120.003161.7280.309-0.012-0.0084.892JD17′166.638166.596-0.0160.002166.6220.273-0.016-0.0126.461JZ31′173.105173.057-0.0190.003173.0860.332-0.019-0.0160.655JD18173.759173.712-0.0150.003173.7440.354-0.015-0.013-22.468BMS13151.283151.2440.0000.007151.2830.7880.000030.40830.4470.039结论：高程闭合差不在允许范围内∑△h=30.408mL=4.578kmHn-H0=151.283-120.836=30.447mfh=∑△h-(Hn-H0)=30.408-30.447=-0.039≤fh允=±0.043检测：计算：复核：日期：水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路合同号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）GPS10′120.845120.8452.643JD12123.480123.4880.0110.003123.4910.89JZ28′124.372124.3780.0110.002124.3832.805JD13127.18127.1830.0100.002127.1905.831JD14133.018133.0140.0060.003133.0248.522JZ29′141.545141.5360.0040.003141.5496.761JD15148.313148.297-0.0010.002148.3126.158JZ30′154.476154.455-0.0040.002154.4727.258JD16161.74161.713-0.0080.002161.7324.892JD17′166.638166.605-0.0120.002166.6266.461JZ31′173.105173.066-0.0160.002173.0890.655JD18173.759173.721-0.0130.002173.746-22.468BMS13151.283151.25300.005151.28330.40830.4380.030结论：高程闭合差不在允许范围内∑△h=30.408mL=4.578kmHn-H0=151.283-120.845=30.438mfh=∑△h-(Hn-H0)=30.408-30.438=-0.030≤fh允=±0.043检测：计算：复核：日期：水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路合同号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）BM13151.28322.468JD18173.759173.751-0.015-0.007173.744-2.162JZ32′-1171.589-0.002171.580-2.456JD19169.129169.133-0.007-0.002169.122-4.202JZ33′164.924164.931-0.006-0.002164.918-2.848JD20′162.075162.083-0.007-0.002162.0681.087JD21′-1163.170-0.002163.153-1.548JZ34′161.607161.622-0.004-0.002161.6031.264JZ34′-1162.886-0.002162.865-6.841JD22156.024156.045-0.004-0.004156.020-6.299GPS12149.721149.746-0.003-0.003149.718-1.318GPS12-1148.428-0.001148.399-6.986JZ35-1141.442-0.003141.410-4.389BMS14137.018137.053-0.003137.018-14.230-0.046结论：高程闭合差在允许范围内∑△h=-14.230mL=4.243kmHn-H0=137.018-151.283=-14.265mfh=∑△h-(Hn-H0)=-14.230+14.265=0.035＜fh允=±0.041检测：计算：复核：日期：水准点测量计算成果表（编号：）D-80.4建设项目：许禹高速公路合同号：NO.3测点名称设计高程（m）高差（m）实测值（m）误差值（m）平差值（m）平差后高程（m）BM14137.0184.389JZ35-1141.4070.000141.4070.661JD23142.068142.068-0.001-0.001142.0678.389JZ36150.456150.457-0.001-0.001150.4558.542JD24158.994158.9990.002-0.001158.9969.293JZ37168.294168.292-0.0050.000168.289-22.699BMS15145.589145.593-0.001145.5898.5758.571-0.005结论：高程闭合差在允许范围内∑△h=8.575mL=2.648kmHn-H0=145.589-137.018=8.571mfh=∑△h-(Hn-H0)=8.575-8.571=0.004＜fh允=±0.033检测：计算：复核：日期：