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1、單項工程平均品位、垂直厚度計算表表1工程號樣號樣長(m)分析結(jié)果(%)平均品位(%)厚度L(cm)坡角α傾角β水平厚度M=L·sin(α+β)/sinβ垂直厚度H=M·tgβTFeMoTFeMoTc71H2871.5020.500.02127.460.0225.6522°33°8.505.52H2861.5021.360.023H2831.0033.850.026H2841.0035.420.022H2850.6526.160.023Tc61H2131.3038.310.02024.940.0217.6026°42°10.539.48H2141.0024.
2、210.024H2151.0025.230.018H2161.0015.100.021H2171.0010.500.023H2181.0025.450.022H2191.0024.100.020H2931.0031.440.026H2941.0032.700.030H2951.0033.610.028H2961.0033.210.024H2971.0038.130.025Tc62H12.506.220.01031.520.02320.0010°25°27.1412.66H22.5023.300.030H32.5025.200.020H41.8026.000
3、.022H52.2029.600.018H62.2032.500.018H72.2038.500.026H81.6040.100.031H92.4038.800.030H102.4042.000.020H112.0020.200.020H122.506.800.010Tc60H12.0025.200.02523.980.02612.0024°20°24.378.87H22.0026.400.030H32.0028.200.023H42.0030.400.022H52.0031.600.032H62.0030.300.028H72.0024.300.0222
4、4.460.0246.0024°15°14.563.90H82.0026.700.024H92.0022.400.026Tc72H141.5021.220.02121.700.0223.0027°18°6.862.23H151.5022.180.023表2工程號樣號樣長(m)分析結(jié)果(%)平均品位(%)厚度L(cm)坡角α傾角β水平厚度M=L·sin(α+β)/sinβ垂直厚度H=M·tgβTFeMoTFeMoTc74H162.0021.600.02222.850.0246.0016°30°8.634.98H172.0022.460.026H182.002
5、4.500.024Tc68H12.0025.500.02025.650.02420.0020°18°39.8412.94H22.0020.200.018H32.0023.400.022H42.0019.800.024H52.0026.200.030H62.0028.100.028H72.0030.200.026H82.0033.100.024H92.0024.200.022H102.0025.800.024Tc57H2-12.0028.560.02123.150.02320.0010°10°29.395.18H2-22.0025.320.018H2-32.
6、0020.160.028H2-42.0024.540.030H2-52.0022.170.023H2-62.0021.600.020H2-72.0022.540.017H2-82.0023.460.028H2-92.0022.850.016H2-102.0020.300.026K1MC5141.0032.180.02430.560.02420.0015°20°33.5412.20MC5151.000.018MC5161.50MC5172.00MC5182.00MC5192.00MC5202.00MC5212.00MC5221.50MC5232.00MC52
7、42.00MC5251.00K19H22.0029.560.02727.080.0286.000°30°6.003.46H32.0025.430.030H42.0026.250.028Tc67-1H112.0025.480.02225.750.0244.0020°18°7.962.58H122.0026.920.026Tc51H162.0028.400.02129.300.0254.000°20°4.001.46H172.0030.200.029Tc50H182.0020.180.02021.190.0214.0010°40°4.764.00H192.00
8、22.200.022表3工程號樣號樣長(m)分析結(jié)果(%)平均品位
