Topografia 

            Levantamento de:              POLIGONAL


        VERTICE INICIAL                VERTICE FINAL
           P5                             P3
        M= -88840.994                  M= -88902.289
        P=-100751.283                  P=-100681.443
        N=     76.920                  N=     76.640
        R0=  177.5478                  R0=  243.2201


____________________________________________________________________________
  Estacao   V.Vis.     L.Az        L.Zen        Di         Ai       Av
____________________________________________________________________________

  P5
          A          110.6363     100.4305     54.480     1.530    1.400
____________________________________________________________________________
          P5         172.0340      99.5618     54.480     1.380    1.530
  A
          AUX         49.5563     100.3900     30.140     1.380    1.335
____________________________________________________________________________
          A          240.3440      99.6108     30.140     1.315    1.380
  AUX
          B          102.3125      99.1188     19.527     1.315    1.505
____________________________________________________________________________
          AUX        217.4028     100.8878     19.526     1.315    1.325
  B
          P3         388.8465      99.9540     36.308     1.315    1.525
____________________________________________________________________________
          B          355.8975     100.0518     36.309     1.530    1.525
  P3


         DISTANCIAS REDUZIDAS AO ELIPSOIDE
         _________________________________

         De:  P5                  Para:  A                 =   54.478
         De:  A                   Para:  AUX               =   30.139
         De:  AUX                 Para:  B                 =   19.524
         De:  B                   Para:  P3                =   36.308


         DISTANCIAS REDUZIDAS PLANO CARTOGRAFICO
         _______________________________________

         De:  P5                  Para:  A                 =   54.483
         De:  A                   Para:  AUX               =   30.142
         De:  AUX                 Para:  B                 =   19.526
         De:  B                   Para:  P3                =   36.311

                     DESENVOLVIMENTO=     140.463


         RUMOS COMPENSADOS
         _________________

         De:  P5                  Para:  A                 = 288.18381
         De:  A                   Para:  AUX               = 365.70582
         De:  AUX                 Para:  B                 =  27.67408
         De:  B                   Para:  P3                = 399.11759

                               ERRO DE FECHO ANGULAR= 0.0010
                               TOLERANCIA ANGULAR   = 0.0955


         CALCULO DOS DESNIVEIS
         _____________________

                                  P/FRENTE    P/TRAZ    P/FRENTE(media)

    P5          -  A                -0.238       0.225    -0.232
    A           -  AUX              -0.140       0.119    -0.129
    AUX         -  B                 0.080      -0.282     0.181
    B           -  P3               -0.184      -0.024    -0.080

                               ERRO DE FECHO ALTIMETRICO=  0.0205
                               TOLERANCIA ALTIMETRICA   =  0.1600


                               ERRO DE FECHO EM  M      =  0.0042
                               ERRO DE FECHO EM  P      = -0.0032
                               ERRO DE FECHO            =1/     26547


     VERTICE            M              P              Cv
     _______            _              _              __

    P5              -88840.994    -100751.283         76.920
    A               -88894.544    -100761.337         76.680
    AUX             -88910.009    -100735.463         76.546
    B               -88901.786    -100717.752         76.725
    P3              -88902.289    -100681.443         76.640


         Observado por:EU

         Calculado por:EU

                                            FCUL:07-04-2015