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水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2017-3-20水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2017-3-20水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2016-9-20水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2016-9-20水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2016-3-20水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2016-3-20水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2015-9-24水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2015-9-24水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2011-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2011-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2011-1-4水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：日期：2011-1-4水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2010-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2010-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2010-1-4水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2010-1-4水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2009-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2009-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2009-1-4水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.66130.4810.976ZD101.8030.94031.4571.05ZD112.0370.75332.5070.964GA1.5321.07333.471-0.297GB1.82933.174计算：实测闭合差=-20 容许闭合差=16n80(n为测站数)结论：精度满足测量规范要求 编号： 日期：2009-1-4水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)二（10）31.50334.344-0.023ZD11.5211.52634.321-0.033二（10）41.4731.55434.288-0.811B11.5662.28433.4770.064B21.4891.50233.541-0.274ZD21.6671.76333.2670.404B31.5191.26333.671-0.110ZD31.5281.62933.5610.186B41.6261.34233.747-0.03ZD41.4651.65633.717-0.29ZD51.5111.75533.4270.094B51.5741.41733.521-0.025ZD61.6331.59933.496计算：实测闭合差= 容许闭合差=结论： 编号： 日期：2008-6-1水准点复测成果表测点后视(1)前视(2)高差高程(m)(5)备注+(3)=(1)-(2)-(3)=(1)-(2)ZD71.5721.915-0.28233.2140.02二（10）81.6611.55233.2340.0758-10.4181.58633.309-1.083二（10）91.5731.50132.2260.181ZD80.6031.39232.407-1.093二（10）100.5931.69631.314-0.438ZD91.2661.03130.876-0.395二（10）111.9161.
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