实测地质剖面数据计算表 有公式 自动计算.pdf
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实测地质剖面数据计算表 有公式 自动计算.pdf

实测地质剖面数据计算表有公式自动计算.pdf

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PM1实测地质剖面数据计算表X:项目(矿区起点坐)Y:标::剖面位置:H:岩层走y=sinα·cosβ·sinγ±cosα·sinβ分层分层导线方斜距倾向倾角坡度向与剖导线端点导线平距斜真厚导线累计位角(m)(°)(°)(°)面线夹高差h=m=长度(m)备注编号sinαcosβsinγ积±cosαsinβ积编号厚度(°)(L)(α)(β)角(°)L·sinβL·cosβL(D=Lff(m)(γ)m)·y0—112545145411700.661.000.940.62+0.750.020.010.7944.9914528.3328.33∈q221255147311680.521.000.930.48+0.860.020.010.095.00252.462.461—214640132381760.621.000.970.60+0.790.020.010.7039.9934024.4426.9014610147341890.561.001.000.56+0.830.020.010.1710.004105.7332.642—312351473412660.560.980.910.50+0.830.210.171.044.89453.3636.00∈g123271473412660.560.980.910.50+0.830.210.175.6126.4152718.1554.1433—410539147340480.561.000.740.42+0.830.000.000.0039.0053916.2170.354—51224414734-15650.560.970.910.49+0.83-0.26-0.21-11.3942.5054412.1082.455—6118515535-5530.571.000.800.46+0.82-0.09-0.07-0.444.98551.9284.371184515535-5530.571.000.800.46+0.82-0.09-0.07-3.9244.8364517.3217.326—71105015535-10450.570.980.710.40+0.82-0.17-0.14-8.6849.2465012.8630.187—812450155350590.571.000.860.49+0.820.000.000.0050.0065024.5854.768—91045015535-2390.571.000.630.36+0.82-0.03-0.03-1.7449.9765016.6171.379—101357175470500.731.000.770.56+0.680.000.000.007.00673.9275.2913543175470500.731.000.770.56+0.680.000.000.0043.0074324.0999.3810—1112650175471410.731.000.660.48+0.680.020.010.8749.9975024.58123.97计算人:计算日期:检查人:检查日期:-4105PM1实测地质剖面数据计算表X:项目(矿区起点坐)Y:标::剖面位置:H:岩层走y=sinα·cosβ·sinγ±cosα·sinβ分层分层导线方斜距倾向倾角坡度向与剖导线端点导线平距斜真厚导线累计位角(m)(°)(°)(°)面线夹高差h=m=长度(m)备注编号sinαcosβsinγ积±cosαsinβ积编号厚度(°)(L)(α)(β)角(°)L·sinβL·cosβL(D=Lff(m)(γ)m)·y11—121605017547-1750.731.000.970.71+0.68-0.02-0.01-0.8749.9985034.72158.6912—1316833175470830.731.000.990.73+0.680.000.000.0033.0083323.95182.6413—1413550160501650.771.000.910.69+0.640.020.010.8749.9995035.27217.9114—1515550160505850.771.001.000.76+0.640.090.064.3649.8195040.81258.7215—1615339160501830.771.000.990.76+0.640.020.010.6838.9993930.09288.8116—171405016050-1700.771.000.940.72+0.64-0.02-0.01-0.8749.99950