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槽坑探工程样品真厚度计算表矿区第1页共2页方位角φ(度)坡角β(度)倾向λ(度)倾角α(度)H10.452601070800.44H21.00705100840.85H31.00705100840.85H41.00705285840.82H51.00705285840.82H61.20705285840.98H241.0031015290750.81H251.0031015290750.81H391.103002120781.08H401.203004120781.19计算公式：M=L(cosβ·sinα·cosγ±sinβ·cosα)，当矿脉倾向与样槽方位角相反时取(+)，否则取(-)；γ=λ-φ(矿脉倾向与样槽方位角间锐夹角)。计算：审核：日期：BT0201CK5备注样品真厚度M(m)样槽参数控矿(矿脉)产状TC1801工程编号样品编号样长L(m)