Precizia compensarii corespunde retelei de ordinul I Solutii compensare ------------------------------------------------------------------------ Statii dx (m) dy (m) dh (m) dz (cc) ------------------------------------------------------------------------ TMDV_08 (R) 0.000 0.000 0.000 0.00 1R 0.000 0.000 0.000 0.00 2R 0.000 0.000 0.000 0.00 3R 0.000 0.000 0.000 0.00 4R 0.000 0.000 0.000 0.00 5R 0.000 0.000 0.000 0.00 A16 0.000 0.000 0.000 0.00 Pvv plan = 0.000214 Sigma0 plan = 0.0060 ------------------------------------------------------------------------ Abateri standard (Sx, Sy, St, Sh) si elementele elipsei erorilor (a, b, teta) -------------------------------------------------------------------------------- Statii Sx Sy St a b teta Sh -------------------------------------------------------------------------------- 1R 0.020 0.007 0.021 0.020 0.006 83.562 0.007 2R 0.064 0.029 0.070 0.065 0.025 26.337 0.012 3R 0.090 0.113 0.144 0.126 0.071 157.455 0.016 4R 0.096 0.185 0.209 0.192 0.082 170.701 0.019 5R 0.081 0.266 0.279 0.269 0.074 184.387 0.021 A16 0.095 0.385 0.397 0.387 0.086 186.743 0.024 -------------------------------------------------------------------------------- Corectii ------------------------------------------------------------------------ Viza Vij viza (cc) Vij distanta (m) Vij cota (m) ------------------------------------------------------------------------ TMDV_08 -> 1R 0.000 0.002 0.000 TMDV_08 -> TMDV_08A 0.000 0.000 0.000 1R -> 2R 0.000 0.002 0.005 1R -> TMDV_08 0.000 -0.002 0.000 2R -> 1R 0.000 -0.002 0.005 2R -> 3R 0.000 0.008 0.012 3R -> 2R 0.000 -0.008 0.013 3R -> 4R 0.000 -0.005 0.008 4R -> 3R 0.000 0.005 0.008 4R -> 5R 0.000 -0.002 0.006 5R -> 4R 0.000 0.002 0.006 5R -> A16 0.000 0.001 0.021 A16 -> 5R 0.000 -0.001 0.021 Pvv cote = 0.000790 Sigma0 cote = 0.0115 ------------------------------------------------------------------------