四等水准测量表_精品文档.xls

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四等水准测量表_精品文档.xls

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四等水准测量表_精品文档.xls

四等水准测量观测记录计算表测点编号点号后尺上丝前尺上丝方向及尺号水准尺读数黑+K-红平均高差备注下丝下丝后视距前视距黑面红面视距差dd14后前381418.000K为尺常数:

K106=4.787,K107=4.68725671391015161711121I33-ZD11.223.481后106前1070.9655.7510.001-2.2690.7122.9863.2337.921-0.00150.849.5-2.268-2.170.0021.31.32ZD1-ZD21.0323.83后107前1060.7545.4390.002-2.8110.4783.33.5658.3490.00355.453-2.811-2.91-0.0012.43.73ZD2-ZD30.7693.646后106前1070.4445.232-0.001-2.8780.1172.9993.3238.0080.00265.264.7-2.879-2.776-0.0030.54.24ZD3-ZD40.8543.339后107前1060.6425.3270.002-2.4830.4322.9083.1237.911-0.00142.243.1-2.481-2.5840.003-0.93.35ZD4-G61.4432.825后106前1071.1225.9060.003-1.3810.8022.182.5027.1880.00164.164.5-1.38-1.2820.002-0.42.96本页校核(3+8)-(6+7)=31.582-55.123=-23.541(15+16)=-23.541;(18)=-11.821;2(18)+0.1=-23.541对于偶数页为:

2(18);奇数页为:

2(18)0.19-10=277.7-274.8=2.9总视距=9+10=552.5(m)测量:

复核:

监理工程师:

日期:

四等水准测量观测记录计算表测点编号点号后尺上丝前尺上丝方向及尺号水准尺读数黑+K-红平均高差备注下丝下丝后视距前视距黑面红面视距差dd14后前381418.000K为尺常数:

K106=4.787,K107=4.68725671391015161711121G6-ZD50.9883.891后106前1070.5335.322-0.002-2.8990.0792.9743.4328.120-0.00190.991.7-2.899-2.798-0.001-0.8-0.82ZD5-ZD61.1224.004后107前1060.6545.3390.002-2.8890.1883.0793.5428.3280.00193.492.5-2.888-2.9890.0010.90.13ZD6-ZD70.9133.737后106前1070.4885.276-0.001-2.8270.0612.893.3148.003-0.00285.284.7-2.826-2.7270.0010.50.64ZD7-ZD81.1443.729后107前1060.7425.4260.003-2.5830.3422.9183.3238.111-0.00180.281.1-2.581-2.6850.004-0.9-0.35ZD8-ZD91.4772.525后106前1071.0565.8410.002-1.0470.6361.682.1026.7880.00184.184.5-1.046-0.9470.001-0.4-0.76ZD9-G71.3443.156后107前1060.9425.632-0.003-1.8130.5422.3512.7567.544-0.00180.280.5-1.814-1.912-0.002-0.3-1本页校核(3+8)-(6+7)=37.251-65.363=-28.112(15+16)=-28.541;(18)=-14.056;2(18)=-28.112对于偶数页为:

2(18);奇数页为:

2(18)0.19-10=514-515=-1总视距=9+10=1029(m)测量:

复核:

监理工程师:

日期:

四等水准测量观测记录计算表测点编号点号后尺上丝前尺上丝方向及尺号水准尺读数黑+K-红平均高差备注下丝下丝后视距前视距黑面红面视距差dd14后前381418.000K为尺常数:

K106=4.787,K107=4.68725671391015161711121G7-ZD100.8113.714后106前1070.4565.246-0.003-2.9070.1023.0173.3658.0500.00270.969.7-2.909-2.804-0.0051.21.22ZD10-ZD110.93.694后107前1060.4325.1170.002-2.800-0.0342.7693.2328.0170.00293.492.5-2.8-2.90.0000.92.13ZD11-ZD120.9683.772后106前1070.5435.331-0.001-2.8070.1162.9253.3498.038-0.00285.284.7-2.806-2.7070.0010.52.64ZD12-G91.1342.352后107前1060.7325.4160.003-1.2160.3321.5411.9466.734-0.00180.281.1-1.214-1.3180.004-0.91.7本页校核(3+8)-(6+7)=23.273-42.731=-19.458(15+16)=-19.458;(18)=-9.729;2(18)=-19.458对于偶数页为:

2(18);奇数页为:

2(18)0.19-10=329.7-328=1.7总视距=9+10=657.7(m)测量:

复核:

监理工程师:

日期:

四等水准测量观测记录计算表测点编号点号后尺上丝前尺上丝方向及尺号水准尺读数黑+K-红平均高差备注下丝下丝后视距前视距黑面红面视距差dd14后前381418.000K为尺常数:

K106=4.787,K107=4.68725671391015161711121G9-ZD131.0293.781后106前1070.5675.356-0.002-2.7450.1042.8453.3128.001-0.00292.593.6-2.745-2.6450.000-1.1-1.12ZD13-ZD141.1213.814后107前1060.6535.342-0.002-2.6890.1872.8693.3428.130-0.00193.494.5-2.689-2.788-0.001-1.1-2.23ZD4-ZD151.0563.659后106前1070.6245.414-0.003-2.6000.1912.793.2247.913-0.00286.586.9-2.6-2.499-0.001-0.4-2.64ZD15-ZD161.023.549后107前1060.5885.2730.002-2.5270.1582.6783.1137.901-0.00186.287.1-2.525-2.6280.003-0.9-3.55ZD16-ZD171.1774.025后106前1070.7565.545-0.002-2.8450.3363.183.6028.2880.00184.184.5-2.846-2.743-0.003-0.4-3.96ZD17-G111.0543.641后107前1060.6125.302-0.003-2.5980.1722.7763.2117.999-0.00188.286.5-2.599-2.697-0.0021.7-2.2本页校核(3+8)-(6+7)=36.032-68.036=-32.004(15+16)=-32.004;(18)=-16.002;2(18)=-32.004对于偶数页为:

2(18);奇数页为:

2(18)0.19-10=530.9-533.1=-22.总视距=9+10=1064(m)测量:

复核:

监理工程师:

日期:

四等水准测量观测记录计算表测点编号点号后尺上丝前尺上丝方向及尺号水准尺读数黑+K-红平均高差备注下丝下丝后视距前视距黑面红面视距差dd14后前381418.000K为尺常数:

K106=4.787,K107=4.68725671391015161711121G11-ZD181.113.811后106前1070.6555.443-0.001-2.7010.1992.9023.3568.044-0.00191.190.9-2.701-2.6010.0000.20.22ZD18-ZD191.213.533后107前1060.7895.478-0.002-2.3340.3662.7113.1227.912-0.00384.482.2-2.333-2.4340.0012.22.43ZD19-ZD201.0153.589后106前1070.5435.331-0.001-2.5700.072.643.1147.7990.00294.594.9-2.571-2.468-0.003-0.424ZD21-ZD221.3393.597后107前1060.8775.5630.001-2.2550.4172.6663.1317.919-0.00192.293.1-2.254-2.3560.002-0.91.15ZD22-G181.0033.63后106前1070.5225.312-0.003-2.6230.0422.6653.1477.8330.00196.196.5-2.625-2.521-0.004-0.40.7本页校核(3+8)-(6+7)=30.513-55.377=-24.864(15+16)=-24.864;(18)=-12.482;2(18)-0.1=-24.864对于偶数页为:

2(18);奇数页为:

2(18)0.19-10=458.3-457.6=0.7总视距=9+10=915.9(m)测量:

复核:

监理工程师:

日期:

四等水准测量观测记录计算表测点编号点号后尺上丝前尺上丝方向及尺号水准尺读数黑+K-红平均高差备注下丝下丝后视距前视距黑面红面视距差dd14后前381418.000K为尺常数:

K106=4.787,K107=4.68725671391015161711121G18-ZD230.9753.621后106前1070.5235.313-0.003-2.6330.0722.6923.1567.845-0.00290.392.9-2.633-2.532-0.001-2.6-2.62ZD23-ZD241.173.865后107前1060.7295.418-0.002-2.6950.2862.9833.4248.212-0.00188.488.2-2.695-2.794-0.0010.2-2.43ZD24-ZD251.2064.076后106前1070.7745.562-0.001-2.8750.3413.2273.6518.3350.00386.584.9-2.877-2.773-0.0041.6-0.84ZD25-ZD261.2633.594后107前1060.8115.4960.002-2.3230.3612.6693.1327.920-0.00190.292.5-2.321-2.4240.003-2.3-3.15ZD26-ZD270.9023.704后106前1070.4255.215-0.003-2.806-0.0512.7573.2317.920-0.00295.394.7-2.806-2.705-0.0010.6-2.56ZD27-G241.2313.103后107前1060.7995.487-0.001-1.8740.3692.2422.6737.461-0.00186.286.1-1.874-1.9740.0000.1-2.4本页校核(3+8)-(6+7)=36.552-66.96=-30.408(15+16)=-30.408;(1

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