水平位移计算

2024年3月4日发(作者：消防安全方案)

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)5522365252525252525252525252525252525252525252525252525252525252525252525段长△L(米)井 斜(度)0.680.890.970.680.720.670.850.680.750.480.341.140.810.730.560.470.630.60.570.580.690.771.070.871.211.2610.750.590.630.670.850.830.51.031.521.592井 斜弧 度0.01190.01550.01690.01190.01260.01170.01480.01190.01310.00840.00590.01990.01410.01270.00980.00820.01100.01050.00990.01010.01200.01340.01870.01520.02110.02200.01750.01310.01030.01100.01170.01480.01450.00870.01800.02650.02770.0349平均井斜 角0.01370.01620.01440.01220.01210.01330.01340.01250.01070.00720.01290.01700.01340.01130.00900.00960.01070.01020.01000.01110.01270.01610.01690.01820.02160.01970.01530.01170.01060.01130.01330.01470.01160.01340.02230.02710.0313井斜角增 值0.00370.0014-0.00510.0007-0.00090.0031-0.00300.0012-0.0047-0.00240.0140-0.0058-0.0014-0.0030-0.00160.0028-0.0005-0.00050.00020.00190.00140.0052-0.00350.00590.0009-0.0045-0.0044-0.00280.00070.00070.0031-0.0003-0.00580.00920.00860.00120.0072方 位(度)291.71309.7316.92341.51276.99347.05217.75192.81188.51210.64250.81207.56184.15236.31228.89209.43184.51203.22197.95152.4391.63115.05124.31163.65133.65115.08106.14129.35105.12141.62159.96197.04207.81183.82225.05219.27224.54221.65方 位弧 度5.095.405.535.964.836.063.803.363.293.684.383.623.214.123.993.653.223.553.452.661.602.012.172.862.332.011.852.261.832.472.793.443.633.213.933.833.923.87平 均方位角5.255.475.755.405.454.933.583.333.484.034.003.423.674.063.823.443.383.503.062.131.802.092.512.592.171.932.052.052.152.633.123.533.423.573.883.873.89方位角增 值0.310.130.43-1.131.22-2.26-0.44-0.080.390.70-0.75-0.410.91-0.13-0.34-0.430.33-0.09-0.79-1.060.410.160.69-0.52-0.32-0.160.41-0.420.640.320.650.19-0.420.72-0.100.09-0.05全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)0.320.140.450.750.801.380.370.090.350.310.920.510.680.190.200.280.200.060.440.650.310.330.680.630.400.310.430.320.380.210.510.160.420.730.510.160.420.320.140.190.750.801.380.370.090.350.310.920.510.680.190.200.280.200.060.440.650.310.330.680.630.400.310.430.320.380.210.510.160.420.730.510.160.4225.0025.0059.9925.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0025.0024.9925.0025.0025.0025.0025.0025.0025.0025.0025.0024.9924.9924.99垂 深(米)335.40360.40385.39445.39470.39495.38520.38545.38570.38595.38620.38645.37670.37695.37720.37745.37770.36795.36820.36845.36870.36895.36920.35945.35970.35995.341020.331045.331070.331095.331120.331145.321170.321195.321220.321245.311270.301295.29△N(m)0.170.280.740.180.190.06-0.30-0.31-0.25-0.11-0.21-0.41-0.28-0.17-0.17-0.23-0.26-0.24-0.24-0.14-0.07-0.20-0.34-0.38-0.30-0.17-0.18-0.13-0.14-0.25-0.33-0.34-0.28-0.30-0.41-0.50-0.57△E(m)-0.29-0.30-0.44-0.22-0.21-0.26-0.14-0.06-0.09-0.14-0.24-0.12-0.16-0.22-0.14-0.07-0.06-0.090.020.220.310.350.240.230.440.460.340.260.220.140.01-0.14-0.08-0.14-0.37-0.45-0.53N坐标(米)0.170.451.191.371.561.621.321.010.760.650.440.04-0.24-0.41-0.59-0.81-1.07-1.31-1.56-1.70-1.77-1.97-2.30-2.69-2.99-3.16-3.34-3.47-3.62-3.86-4.19-4.53-4.80-5.10-5.51-6.02-6.59E坐标(米)-0.29-0.59-1.03-1.25-1.46-1.72-1.86-1.92-2.01-2.15-2.39-2.50-2.66-2.89-3.03-3.10-3.16-3.25-3.23-3.01-2.70-2.35-2.11-1.87-1.43-0.97-0.63-0.38-0.16-0.02-0.01-0.15-0.23-0.36-0.74-1.19-1.72水平位移 (米)0.340.741.571.862.142.362.282.172.152.242.432.502.672.923.083.203.343.513.593.453.233.073.123.273.313.313.403.493.623.864.194.534.815.115.566.136.81

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)2471653265段长△L(米)井 斜(度)2.242.372.342.241.951.441.051.31.10.980.921.011.130.731.091.21.011.281.171.111.40.931.310.670.340.651.291.762.592.061.81.881.922.232.592.863.073.59井 斜弧 度0.03910.04140.04080.03910.03400.02510.01830.02270.01920.01710.01610.01760.01970.01270.01900.02090.01760.02230.02040.01940.02440.01620.02290.01170.00590.01130.02250.03070.04520.03600.03140.03280.03350.03890.04520.04990.05360.0627平均井斜 角0.03700.04020.04110.04000.03660.02960.02170.02050.02090.01820.01660.01680.01870.01620.01590.02000.01930.02000.02140.01990.02190.02030.01950.01730.00880.00860.01690.02660.03800.04060.03370.03210.03320.03620.04210.04760.05170.0581井斜角增 值0.00420.0023-0.0005-0.0017-0.0051-0.0089-0.00680.0044-0.0035-0.0021-0.00100.00160.0021-0.00700.00630.0019-0.00330.0047-0.0019-0.00100.0051-0.00820.0066-0.0112-0.00580.00540.01120.00820.0145-0.0092-0.00450.00140.00070.00540.00630.00470.00370.0091方 位(度)203.38200.79194.11212.4203.97210.18200.97184.17140.3131.36128.22173.52141.38135.36183.46152.58179.4182.26167.91195.42195.85231.78240.83243.96303.63139.4206.22209.79204.01200.08192.61197.16174.6181.54185.54166.54169.02193.49方 位弧 度3.553.503.393.713.563.673.513.212.452.292.243.032.472.363.202.663.133.182.933.413.424.054.204.265.302.433.603.663.563.493.363.443.053.173.242.912.953.38平 均方位角3.713.533.453.553.633.613.593.362.832.372.272.632.752.412.782.932.903.163.063.173.413.734.124.234.783.873.023.633.613.533.433.403.243.113.203.072.933.16方位角增 值-0.32-0.05-0.120.32-0.150.11-0.16-0.29-0.77-0.16-0.050.79-0.56-0.110.84-0.540.470.05-0.250.480.010.630.160.051.04-2.871.170.06-0.10-0.07-0.130.08-0.390.120.07-0.330.040.43全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)0.710.170.280.730.420.540.440.420.920.200.080.750.600.410.810.620.540.280.320.550.290.850.420.640.580.981.190.480.860.550.360.170.740.400.400.940.251.500.710.170.280.730.420.540.440.420.920.200.080.750.600.410.810.620.540.280.320.550.290.850.420.640.580.981.190.480.860.550.360.170.740.400.400.940.251.5024.9824.9824.9824.9824.9824.9924.9924.9924.9925.0025.0025.0025.0025.0025.0025.0025.0024.9924.9925.0024.9924.9925.0025.0025.0025.0025.0024.9924.9824.9824.9924.9924.9924.9824.9824.9724.9724.96垂 深(米)1320.271345.251370.231395.211420.201445.181470.181495.171520.171545.161570.161595.161620.151645.151670.151695.141720.141745.131770.121795.121820.111845.111870.101895.101920.101945.101970.091995.092020.072045.052070.032095.022120.012144.992169.972194.942219.912244.86△N(m)-0.78-0.93-0.98-0.91-0.80-0.66-0.49-0.50-0.49-0.33-0.27-0.36-0.43-0.30-0.36-0.48-0.46-0.50-0.53-0.49-0.53-0.42-0.27-0.200.01-0.11-0.40-0.59-0.85-0.94-0.81-0.78-0.82-0.90-1.05-1.18-1.26-1.44△E(m)-0.49-0.38-0.31-0.39-0.43-0.34-0.23-0.110.160.320.320.200.180.270.140.100.12-0.010.05-0.01-0.15-0.28-0.41-0.38-0.21-0.100.05-0.31-0.43-0.38-0.24-0.21-0.080.03-0.060.080.27-0.03N坐标(米)-7.37-8.30-9.28-10.19-11.00-11.65-12.14-12.64-13.13-13.45-13.72-14.08-14.50-14.81-15.17-15.65-16.11-16.61-17.14-17.64-18.16-18.58-18.85-19.05-19.04-19.15-19.54-20.13-20.98-21.92-22.72-23.50-24.32-25.22-26.27-27.45-28.72-30.16E坐标(米)-2.22-2.60-2.90-3.30-3.73-4.06-4.30-4.41-4.25-3.94-3.62-3.42-3.24-2.97-2.84-2.73-2.62-2.63-2.58-2.59-2.74-3.02-3.43-3.81-4.02-4.12-4.07-4.38-4.81-5.19-5.43-5.63-5.72-5.68-5.75-5.67-5.39-5.42水平位移 (米)7.698.699.7210.7111.6112.3412.8813.3913.8014.0214.1914.4914.8615.1015.4315.8916.3216.8217.3417.8218.3718.8219.1619.4319.4519.5819.9620.6021.5222.5223.3624.1624.9825.8626.8928.0329.2230.642525252525252525252525252525252525252525252525252525252525252525252525252525

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)3365346535653665376538600段长△L(米)井 斜(度)3.533.493.473.424.014.15.185.274.8755.345.475.755.715.85.955.715.946.156.596.682.6662.8352.8442.8662.882.9653.0863.3123.8954.2954.7254.8935.0755.3025.5845.8375.703井 斜弧 度0.06160.06090.06060.05970.07000.07160.09040.09200.08500.08730.09320.09550.10030.09970.10120.10380.09970.10370.10730.11500.11660.04650.04950.04960.05000.05030.05170.05390.05780.06800.07500.08250.08540.08860.09250.09750.10190.0995平均井斜 角0.06210.06130.06070.06010.06480.07080.08100.09120.08850.08610.09020.09430.09790.10000.10040.10250.10170.10170.10550.11120.11580.08160.04800.04960.04980.05010.05100.05280.05580.06290.07150.07870.08390.08700.09050.09500.09970.1007井斜角增 值-0.0010-0.0007-0.0003-0.00090.01030.00160.01880.0016-0.00700.00230.00590.00230.0049-0.00070.00160.0026-0.00420.00400.00370.00770.0016-0.07010.00290.00020.00040.00020.00150.00210.00390.01020.00700.00750.00290.00320.00400.00490.0044-0.0023方 位(度)198.4197.34199.24199.65194.7179.2185.99183.15189.93190.99190.88191.41191.16190.62191.42192.15193.55193.46193.47187.41188.22方 位弧 度3.463.443.483.483.403.133.253.203.313.333.333.343.343.333.343.353.383.383.383.273.280.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00平 均方位角3.423.453.463.483.443.263.193.223.263.323.333.343.343.333.333.353.373.383.383.323.281.640.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00方位角增 值0.09-0.020.030.01-0.09-0.270.12-0.050.120.020.000.010.00-0.010.010.010.020.000.00-0.110.01-3.280.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)0.310.080.120.060.671.101.210.270.720.160.340.140.280.070.120.170.280.230.210.800.139.330.170.010.020.010.090.120.230.580.400.430.170.180.230.280.250.130.310.080.120.060.671.101.210.270.720.160.340.140.280.070.120.170.280.230.210.800.13-0.06#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!24.9524.9524.9524.9524.9524.9424.9224.9024.9024.9124.9024.8924.8824.8824.8724.8724.8724.8724.8624.8524.830.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00垂 深(米)2269.812294.772319.722344.682369.622394.562419.482444.382469.282494.182519.082543.972568.852593.732618.602643.472668.342693.212718.072742.922767.75-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63△N(m)-1.49-1.46-1.44-1.42-1.55-1.75-2.02-2.27-2.19-2.11-2.21-2.31-2.40-2.45-2.46-2.50-2.48-2.47-2.56-2.73-2.8613.66#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!△E(m)-0.43-0.47-0.48-0.50-0.48-0.21-0.09-0.18-0.25-0.39-0.43-0.45-0.48-0.47-0.48-0.52-0.56-0.59-0.61-0.50-0.39-190.44#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!N坐标(米)-31.65-33.10-34.55-35.96-37.51-39.26-41.28-43.55-45.74-47.86-50.07-52.38-54.77-57.23-59.69-62.19-64.67-67.13-69.69-72.42-75.28-61.62#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!E坐标(米)-5.85-6.32-6.80-7.30-7.77-7.99-8.08-8.26-8.51-8.90-9.33-9.78-10.26-10.73-11.21-11.73-12.29-12.89-13.50-14.00-14.39-204.83#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!水平位移 (米)32.1833.7035.2136.6938.3140.0642.0644.3246.5348.6850.9353.2855.7358.2260.7363.2965.8268.3670.9973.7676.65213.90#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!252525252525252525252525252525252525252525-38600000-3846.38-1078.63

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)段长△L(米)井 斜(度)5.1825.425.7786.4197.567.937.9139.928.2238.047.9147.377.4357.3316.5525.8775.1544.6243.7023.2483.2762.5471.9385.496.696.546.246.136.115.825.392.831.621.421.351.361.2410.851井 斜弧 度0.09040.09460.10080.11200.13190.13840.13810.17310.14350.14030.13810.12860.12980.12790.11430.10260.08990.08070.06460.05670.05720.04450.03380.09580.11680.11410.10890.10700.10660.10160.09410.04940.02830.02480.02360.02370.02160.01750.01480.0175平均井斜 角0.09500.09250.09770.10640.12200.13520.13820.15560.15830.14190.13920.13340.12920.12880.12110.10850.09630.08530.07270.06060.05690.05080.03910.06480.10630.11540.11150.10790.10680.10410.09780.07170.03880.02650.02420.02360.02270.01950.01610.0161井斜角增 值-0.00910.00420.00620.01120.01990.0065-0.00030.0350-0.0296-0.0032-0.0022-0.00950.0011-0.0018-0.0136-0.0118-0.0126-0.0092-0.0161-0.00790.0005-0.0127-0.01060.06200.0209-0.0026-0.0052-0.0019-0.0003-0.0051-0.0075-0.0447-0.0211-0.0035-0.00120.0002-0.0021-0.0042-0.00260.0026方 位(度)方 位弧 度0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00平 均方位角0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00方位角增 值0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)0.520.240.360.641.140.370.022.011.700.180.130.540.070.100.780.670.720.530.920.450.030.730.613.551.200.150.300.110.020.290.432.561.210.200.070.010.120.240.150.15#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00垂 深(米)-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63△N(m)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!△E(m)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!N坐标(米)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!E坐标(米)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!水平位移 (米)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!124.36123.21122.90122.70120.44121.08121.77121.90122.70123.02123.870000

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)段长△L(米)井 斜(度)0.860.930.860.990.880.730.821.091.381.591.731.611.742.042.022.262.412.382.112.12.122.37井 斜弧 度0.01500.01620.01500.01730.01540.01270.01430.01900.02410.02770.03020.02810.03040.03560.03530.03940.04210.04150.03680.03660.03700.0414平均井斜 角0.01620.01560.01560.01610.01630.01400.01350.01670.02160.02590.02900.02910.02920.03300.03540.03730.04080.04180.03920.03670.03680.0392井斜角增 值-0.00240.0012-0.00120.0023-0.0019-0.00260.00160.00470.00510.00370.0024-0.00210.00230.0052-0.00030.00420.0026-0.0005-0.0047-0.00020.00030.0044方 位(度)方 位弧 度0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00平 均方位角0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00方位角增 值0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)0.140.070.070.130.110.150.090.270.290.210.140.120.130.300.020.240.150.030.270.010.020.25#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00垂 深(米)-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63-1078.63△N(m)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!△E(m)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!N坐标(米)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!E坐标(米)#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!水平位移 (米)124.18124.26124.49124.32124.60124.44125.12125.64125.70125.82126.05126.40126.39126.64126.78126.90127.03127.18127.41127.77127.99118.23

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)段长△L(米)井 斜(度)井 斜弧 度平均井斜 角井斜角增 值方 位(度)方 位弧 度平 均方位角方位角增 值全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)垂 深(米)△N(m)△E(m)N坐标(米)E坐标(米)水平位移 (米)

井斜处理程序(曲率半径法)-------＊＊＊井斜井深(米)段长△L(米)井 斜(度)井 斜弧 度平均井斜 角井斜角增 值方 位(度)方 位弧 度平 均方位角方位角增 值全 角 变 化全角变化率垂直段长或(狗腿度)度/25米(米)垂 深(米)△N(m)△E(m)N坐标(米)E坐标(米)水平位移 (米)