Реферат: Проектирование технологии производства земляных работ

Н^пр – Н^н = Н^р

H^р ₁₁ = 147,80 - 147,105 = 0,695;

H^р ₁₂ = 148,04 - 147,833 = 0,207;

H^р ₁₃ = 148,28 - 148,476 = -0,196;

H^р ₁₄ = 148,52 - 149,238 = -0,718;

H^р ₁₅ = 148,76 - 150,182 = -1,422;

H^р ₁₆ = 149,00 - 151,103 = -2,103;

H^р ₁₇ = 149,24 - 151,720 = -2,480;

H^р ₂₁ = 147,80 – 146,381 = 1,419;

H^р ₂₂ = 148,04 – 146,857 = 1,183;

H^р ₂₃ = 148,28 – 148,042 = 0,238;

H^р ₂₄ = 148,52 – 148,818 = - 0,298;

H^р ₂₅ = 148,76 – 150,500 = -1,500;

H^р ₂₆ = 149,00 – 151,538 = -2,298;

H^р ₂₇ = 149,24 – 151,537 = -2,298;

H^р ₃₁ = 147,80 – 145,630 = 2,170;

H^р ₃₂ = 148,04 – 146,333 = 1,707;

H^р ₃₃ = 148,28 – 147,222 = 1,058;

H^р ₃₄ = 148,52 – 148,529 = - 0,009;

H^р ₃₅ = 148,76 – 149,150 = - 0,390;

H^р ₃₆ = 149,00 – 150,095 = - 1,095;

H^р ₃₇ = 149,24 – 151,308 = - 2,068;

H^р ₄₁ = 147,80 – 145,208 = 2,592;

H^р ₄₂ = 148,04 – 146,077 = 1,963;

H^р ₄₃ = 148,28 – 146,650 = 1,630;

H^р ₄₄ = 148,52 – 147,500 = 1,020;

H^р ₄₅ = 148,76 – 148,688 = 0,197;

H^р ₄₆ = 149,00 – 149,688 = - 0,688;

H^р ₄₇ = 149,24 – 151,167 = - 1,927.