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1、资料内容仅供您学习参考，如有不当或者侵权，请联系改正或者删除。单项工程平均品位、 垂直厚度计算表 表1工程号样号样长(m)分析结果(%)平均品位(%)厚度L(cm)坡角倾角水平厚度M=Lsin(+)/sin垂直厚度H=MtgTFeMoTFeMoTc71H2871.5020.500.02127.460.0225.6522338.505.52H2861.5021.360.023H2831.0033.850.026H2841.0035.420.022H2850.6526.160.023Tc61H2131.3038.310.02024.940.0217.60264210.539.48H2141.002
2、4.210.024H2151.0025.230.018H2161.0015.100.021H2171.0010.500.023H2181.0025.450.022H2191.0024.100.020H2931.0031.440.026H2941.0032.700.030H2951.0033.610.028H2961.0033.210.024H2971.0038.130.025Tc62H12.506.220.01031.520.02320.00102527.1412.66H22.5023.300.030H32.5025.200.020H41.8026.000.022H52.2029.600.01
3、8H62.2032.500.018H72.2038.500.026H81.6040.100.031H92.4038.800.030H102.4042.000.020H112.0020.200.020H122.506.800.010Tc60H12.0025.200.02523.980.02612.00242024.378.87H22.0026.400.030H32.0028.200.023H42.0030.400.022H52.0031.600.032H62.0030.300.028H72.0024.300.02224.460.0246.00241514.563.90H82.0026.700.0
4、24H92.0022.400.026Tc72H141.5021.220.02121.700.0223.0027186.862.23H151.5022.180.023表2工程号样号样长(m)分析结果(%)平均品位(%)厚度L(cm)坡角倾角水平厚度M=Lsin(+)/sin垂直厚度H=MtgTFeMoTFeMoTc74H162.0021.600.02222.850.0246.0016308.634.98H172.0022.460.026H182.0024.500.024Tc68H12.0025.500.02025.650.02420.00201839.8412.94H22.0020.200.01
5、8H32.0023.400.022H42.0019.800.024H52.0026.200.030H62.0028.100.028H72.0030.200.026H82.0033.100.024H92.0024.200.022H102.0025.800.024Tc57H2-12.0028.560.02123.150.02320.00101029.395.18H2-22.0025.320.018H2-32.0020.160.028H2-42.0024.540.030H2-52.0022.170.023H2-62.0021.600.020H2-72.0022.540.017H2-82.0023.4
6、60.028H2-92.0022.850.016H2-102.0020.300.026K1MC5141.0032.180.02430.560.02420.00152033.5412.20MC5151.000.018MC5161.50MC5172.00MC5182.00MC5192.00MC5202.00MC5212.00MC5221.50MC5232.00MC5242.00MC5251.00K19H22.0029.560.02727.080.0286.000306.003.46H32.0025.430.030H42.0026.250.028Tc67-1H112.0025.480.02225.7
7、50.0244.0020187.962.58H122.0026.920.026Tc51H162.0028.400.02129.300.0254.000204.001.46H172.0030.200.029Tc50H182.0020.180.02021.190.0214.0010404.764.00H192.0022.200.022表3工程号样号样长(m)分析结果(%)平均品位(%)厚度L(cm)坡角倾角水平厚度M=Lsin(+)/sin垂直厚度H=MtgTFeMoTFeMoTc49H202.0021.200.02020.800.0224.000304.002.30H212.0020.400.0
8、24Tc48H222.0022.500.02624.830.02512.00101519.595.25H232.0023.400.028H242.0024.600.030H252.0026.200.026H262.0027.100.022H272.0025.200.020Tc47H282.0022.600.02223.600.02110.00101019.703.47H292.0024.200.018H302.0025.400.020H312.0023.200.024H322.0022.600.022Tc46H332.0020.600.02121.200.0224.0018207.202.62
9、H342.0021.800.023一坑H2023.0027.260.02327.260.023349.006.07H2192.0028.360.02125.440.0224.00305.002.88H2202.0022.520.023二坑H122.0020.800.02025.120.02210.00506.007.14H132.0028.500.030H142.0022.600.023H152.0030.500.010H162.0023.200.020540H12.0020.200.02120.900.0224.00304.002.30H22.0021.600.023H32.0021.080
10、.02421.500.0236.00356.004.20H42.0020.120.022H52.0023.300.025钻孔单项工程垂直、 水平厚度计算表勘探线号工程号穿矿位置( m) 穿矿厚度L( m) 穿矿天顶角矿体倾角矿体倾向钻孔方位角( 7-8) 计算公式M=L( cos-sintgcos) 123456789102ZK14370.00-381.7011.70620350778711.648ZK8431.40-447.5816.1868290278312.87ZK12391.20-412.4020.70108297922519.8312ZK9295.00-314.9019.902251859019.88ZK11232.20-239.707.504210280907.4818ZK18253.20-257.604.40102030180304.07勘探线号工程号穿矿位置( m) 穿矿厚度L( m) 穿矿天顶角矿体倾角矿体倾向钻孔方位角( 7-8) 水平M=L( cosctg-sincos) 0ZK13226.30-230.304.003706075153.44ZK9250.00-60.0010.0005060185158.39ZK8367.0
