水准点复测记录(自动计算表) ..xls

1、水水准准点点复复测测记记录录工程名称：施工单位：复测部位：日期：测点后视前视高 差(m)高程（m）已知高程(m)(m)(m)+-(1)(2)(3)=(1)-(2)(3)=(1)-(2)(4)BMB461.297146.559146.5593.0041.0860.211 zd1146.7704.7260.0462.958 zd2149.7282.2861.0553.671 zd3153.3990.1494.801-2.515zd4150.8840.0573.082-2.933zd5147.9511.4481.466-1.409zd6146.5420.3412.488-1.040zd7145.50

2、20.9744.376-4.035zd8141.4673.6960.2910.683 zd9142.1501.5342.2391.457 zd10143.6073.2660.3471.187 zd11144.7940.1842.3810.885 zd12145.6794.3460.0630.121 zd13145.8001.2590.3963.950 zd14149.7502.3444.481-3.222zd15146.5284.1250.5681.776 zd16148.3043.7100.2313.894 zd17152.1980.1273.1890.521 zd18152.7190.09

3、13.810-3.683zd19149.0360.8502.734-2.643zd20146.3930.8891.473-0.623zd21145.7700.0854.825-3.936zd22141.8340.0754.741-4.656zd23137.1780.0104.734-4.659zd24132.5190.2704.844-4.834zd25127.6850.2164.936-4.666zd26123.0193.5021.986-1.770zd27121.2490.8901.3132.189 zd28123.4381.7331.348-0.458zd29122.9800.1822.

4、595-0.862zd30122.1181.4401.4080.936 zd31120.8921.6471.982-0.542zd32120.3500.7931.2112.499 zd33120.7860.8520.984-0.191zd34120.5951.2112.942-2.851zd35118.5051.5111.595-0.384zd36118.1211.4001.384-0.495zd37118.2481.5191.545-0.145zd38118.1034.8201.052-0.977zd39118.5700.9000.1954.625 zd40123.1953.7552.292

5、-2.022zd41121.8032.5642.1091.646 zd42123.4494.2120.0233.479 zd43125.9904.4110.1654.047 zd44130.0372.9210.0901.643 zd45134.3580.0952.6040.317 zd46134.6750.4164.476-3.036zd47130.2940.2164.600-4.184zd48126.1101.0684.763-3.970zd49121.5631.6261.206-0.1380.0754.741-4.656zd50121.4253.3960.8390.372 zd51122.

6、2120.0810.1563.240 zd52125.4524.1123.432-2.032zd53122.1012.0340.2573.855 zd54125.9561.6642.1882.632 zd55125.8021.6071.3090.355 zd56126.1572.9540.1413.614 zd57127.6233.2080.5542.400 zd58130.0233.7560.9373.275 zd59132.2944.9070.3473.409 zd60135.7034.0420.3270.466 zd61140.2833.1810.8573.185 zd62143.468

7、0.4852.238-1.027zd63144.4110.1804.612-4.127zd64140.2840.1204.977-3.577zd65135.4874.9180.0930.027 zd66135.5141.4120.2594.561 zd67140.1732.1561.537-0.125zd68140.0482.1520.1703.585 zd69142.0340.5413.580-1.428zd70140.6060.4954.475-0.263zd71136.6720.2344.082-3.587zd72133.0854.3653.620-0.699zd73129.6994.8

8、321.2733.092 zd74132.7914.6050.2740.142 zd75137.3493.0030.5630.849 zd76141.3910.0752.967-1.5671.6261.206-0.138zd77141.4270.0633.595-3.520zd78137.9071.0954.961-0.141zd79133.0091.0202.210-1.115zd80131.8940.7254.360-0.605zd81128.5540.5201.812-1.087zd82127.4670.0554.422-0.210zd83123.5652.3803.763-3.708z

9、d84119.8571.8081.7931.128 zd85120.4443.2271.1190.689 zd86121.1332.1670.4150.001 zd87123.9450.4953.498-1.331zd88122.6143.8891.573-0.505zd89121.5360.6270.3743.515 zd90125.0512.2890.1200.507 zd91125.5581.8231.1321.157 zd92126.7153.8700.0721.751 zd93128.4662.5521.4832.387 zd94130.8534.5180.3022.250 zd95

10、133.1034.1860.2394.279 BMB52137.3823.6560.530 137.912137.898 186.867195.51499.948-97.533h往 a-b=186.867-195.514=-8.64700000000002 h往=99.948-97.533=197.481计算：实测闭合差fh=0.014 容许闭合差fh容=11.6结论：fhfh容（测量合格）0.0752.967-1.567 观测：复测：计算：施工项目技术负责人：水水准准点点复复测测记记录录工程名称：施工单位：复测部位：日期：测点后视前视高 差(m)高程（m）已知高程(m)(m)(m)+-(1)

11、(2)(3)=(1)-(2)(3)=(1)-(2)(4)3111.06948.80248.8021.2860.8900.179 31248.98148.9811.0321.0190.267 31349.24849.2481.652-0.62031448.62849.220 31548.62849.164 31648.62848.749 31748.62848.521 31848.62848.124 31948.62848.638 3.3873.5610.446-0.620h返 a-b=3.387-3.561=-0.174 h返=0.446-0.62=1.066计算：实测闭合差fhh往-h返=8.47300000000002mm容许闭合差fh容=40L=202.3=61mm结论：合格 观测：复测：计算：施工项目技术负责人：测量等级40测量距离2.3