 
 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  1
 
 Diagramas de Firsov - Roll Vigo                                                


                            Caractersticas do Navio
                            ------------------------

                       Comprimento Total       119.794 m
                       Comprimento PP          112.800 m
                       Boca Moldada             18.350 m
                       Pontal Moldado            9.920 m
                       Calado de Projeto         6.200 m
                       Coeficiente de Bloco       .650
                     Velocidade de Servio      17.600 ns



                          Caractersticas do Problema
                          ---------------------------

                        Nmero de Balizas            14
                        Nmero de Linhas d'gua      18
                        Nmero de Quinas/P Caverna   2
                        No. de Calados Adicionais     0
                        No. Baliza Seo Mestra       8
                        No. Condices Estabilidade    0
                        No. Planos Inclinados (CCE)   0
                        No. de ngulos (CCE e CEE)    0
                   Peso Especfico da gua        1.025 t/m3



                            Opces de Processamento
                            -----------------------

                            Curvas de BONJEAN/VLASOV
                              Curvas Hidrostticas
                               Diagramas de FIRSOV

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  2
 
 Diagramas de Firsov - Roll Vigo                                                

                            Diagramas Bsicos - FIRSOV
                            ==========================
  +----------[ Tar   .000 m ]----------+  +----------[ Tar   .310 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000        .00    -.185    .000 |  |   .000      96.36    5.658    .098 |
  |   .310     107.14  -10.500    .108 |  |   .310     197.76   -2.778    .227 |
  |   .620     247.19  -11.715    .226 |  |   .620     385.77   -6.159    .285 |
  |  1.240     589.49  -12.223    .428 |  |  1.240     745.68   -8.746    .476 |
  |  1.860     959.73  -12.246    .627 |  |  1.860    1123.38   -9.780    .672 |
  |  2.480    1341.29  -12.165    .822 |  |  2.480    1510.07  -10.248    .866 |
  |  3.100    1727.51  -11.996   1.013 |  |  3.100    1900.61  -10.441   1.056 |
  |  3.720    2116.71  -11.824   1.202 |  |  3.720    2292.49  -10.493   1.245 |
  |  4.340    2510.30  -11.693   1.391 |  |  4.340    2688.97  -10.532   1.433 |
  |  4.960    2908.51  -11.599   1.581 |  |  4.960    3089.62  -10.568   1.623 |
  |                                    |  |                                    |
  |  5.580    3311.31  -11.537   1.772 |  |  5.580    3494.69  -10.608   1.814 |
  |  6.200    3718.94  -11.500   1.965 |  |  6.200    3904.21  -10.655   2.006 |
  |  6.820    4131.25  -11.488   2.159 |  |  6.820    4318.60  -10.710   2.200 |
  |  7.440    4549.09  -11.499   2.356 |  |  7.440    4738.54  -10.776   2.396 |
  |  8.060    4973.15  -11.530   2.555 |  |  8.060    5164.76  -10.854   2.595 |
  |  8.680    5404.29  -11.584   2.757 |  |  8.680    5597.88  -10.949   2.797 |
  |  9.300    5843.50  -11.660   2.963 |  |  9.300    6039.14  -11.061   3.002 |
  |  9.920    6292.48  -11.766   3.174 |  |  9.920    6490.37  -11.197   3.213 |
  +------------------------------------+  +------------------------------------+

  +----------[ Tar   .620 m ]----------+  +----------[ Tar  1.240 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000     219.62    6.647    .210 |  |   .000     524.95    7.277    .399 |
  |   .310     369.35     .669    .277 |  |   .310     694.52    3.466    .453 |
  |   .620     522.24   -2.835    .370 |  |   .620     875.39     .686    .521 |
  |  1.240     909.60   -6.190    .537 |  |  1.240    1233.22   -2.763    .695 |
  |  1.860    1293.05   -7.777    .727 |  |  1.860    1647.16   -4.738    .860 |
  |  2.480    1684.10   -8.602    .918 |  |  2.480    2044.96   -5.936   1.041 |
  |  3.100    2077.88   -9.045   1.107 |  |  3.100    2443.99   -6.689   1.223 |
  |  3.720    2472.70   -9.281   1.293 |  |  3.720    2843.19   -7.178   1.406 |
  |  4.340    2871.34   -9.462   1.481 |  |  4.340    3246.26   -7.559   1.590 |
  |  4.960    3274.16   -9.607   1.670 |  |  4.960    3653.00   -7.869   1.776 |
  |                                    |  |                                    |
  |  5.580    3681.27   -9.735   1.860 |  |  5.580    4064.04   -8.132   1.963 |
  |  6.200    4092.78   -9.852   2.052 |  |  6.200    4479.54   -8.362   2.152 |
  |  6.820    4509.24   -9.965   2.245 |  |  6.820    4899.90   -8.571   2.343 |
  |  7.440    4931.17  -10.081   2.440 |  |  7.440    5325.84   -8.769   2.537 |
  |  8.060    5359.32  -10.203   2.638 |  |  8.060    5758.00   -8.962   2.733 |
  |  8.680    5794.55  -10.334   2.839 |  |  8.680    6197.27   -9.156   2.932 |
  |  9.300    6237.94  -10.478   3.044 |  |  9.300    6644.83   -9.356   3.135 |
  |  9.920    6691.27  -10.643   3.254 |  |  9.920    7102.55   -9.571   3.343 |
  +------------------------------------+  +------------------------------------+

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  3
 
 Diagramas de Firsov - Roll Vigo                                                

                            Diagramas Bsicos - FIRSOV
                            ==========================
  +----------[ Tar  1.860 m ]----------+  +----------[ Tar  2.480 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000     863.73    7.552    .590 |  |   .000    1224.22    7.869    .785 |
  |   .310    1042.09    4.825    .640 |  |   .310    1408.89    5.745    .832 |
  |   .620    1229.20    2.621    .702 |  |   .620    1600.99    3.923    .889 |
  |  1.240    1618.10    -.508    .848 |  |  1.240    1997.65    1.135   1.023 |
  |  1.860    1996.32   -2.527   1.023 |  |  1.860    2402.75    -.810   1.176 |
  |  2.480    2420.51   -3.861   1.183 |  |  2.480    2788.38   -2.166   1.349 |
  |  3.100    2823.28   -4.758   1.358 |  |  3.100    3216.98   -3.137   1.505 |
  |  3.720    3227.12   -5.404   1.534 |  |  3.720    3624.83   -3.863   1.676 |
  |  4.340    3634.12   -5.911   1.714 |  |  4.340    4035.85   -4.450   1.851 |
  |  4.960    4044.92   -6.330   1.896 |  |  4.960    4450.72   -4.941   2.028 |
  |                                    |  |                                    |
  |  5.580    4459.86   -6.688   2.080 |  |  5.580    4869.73   -5.365   2.208 |
  |  6.200    4879.31   -7.000   2.266 |  |  6.200    5293.15   -5.737   2.390 |
  |  6.820    5303.65   -7.281   2.454 |  |  6.820    5721.60   -6.072   2.575 |
  |  7.440    5733.58   -7.543   2.645 |  |  7.440    6155.73   -6.383   2.763 |
  |  8.060    6169.87   -7.792   2.838 |  |  8.060    6596.33   -6.676   2.954 |
  |  8.680    6613.26   -8.038   3.035 |  |  8.680    7044.37   -6.961   3.148 |
  |  9.300    7065.12   -8.283   3.236 |  |  9.300    7501.13   -7.242   3.346 |
  |  9.920    7527.46   -8.539   3.442 |  |  9.920    7968.68   -7.530   3.549 |
  +------------------------------------+  +------------------------------------+

  +----------[ Tar  3.100 m ]----------+  +----------[ Tar  3.720 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000    1603.88    8.219    .984 |  |   .000    2001.89    8.624   1.189 |
  |   .310    1793.38    6.481   1.029 |  |   .310    2195.91    7.149   1.233 |
  |   .620    1989.55    4.930   1.082 |  |   .620    2395.96    5.800   1.283 |
  |  1.240    2392.70    2.441   1.208 |  |  1.240    2804.92    3.564   1.400 |
  |  1.860    2802.94     .611   1.351 |  |  1.860    3220.17    1.853   1.535 |
  |  2.480    3214.74    -.729   1.505 |  |  2.480    3636.52     .558   1.682 |
  |  3.100    3604.01   -1.710   1.675 |  |  3.100    4052.56    -.436   1.835 |
  |  3.720    4037.78   -2.486   1.830 |  |  3.720    4446.42   -1.207   2.004 |
  |  4.340    4452.93   -3.120   1.999 |  |  4.340    4888.12   -1.875   2.158 |
  |  4.960    4872.02   -3.659   2.171 |  |  4.960    5311.82   -2.444   2.325 |
  |                                    |  |                                    |
  |  5.580    5295.36   -4.128   2.347 |  |  5.580    5739.94   -2.943   2.497 |
  |  6.200    5723.16   -4.543   2.525 |  |  6.200    6172.72   -3.387   2.671 |
  |  6.820    6156.14   -4.918   2.707 |  |  6.820    6610.73   -3.791   2.849 |
  |  7.440    6595.03   -5.264   2.891 |  |  7.440    7055.27   -4.162   3.029 |
  |  8.060    7040.59   -5.590   3.079 |  |  8.060    7506.51   -4.514   3.214 |
  |  8.680    7493.83   -5.905   3.270 |  |  8.680    7965.46   -4.853   3.402 |
  |  9.300    7956.01   -6.215   3.465 |  |  9.300    8433.42   -5.186   3.594 |
  |  9.920    8429.64   -6.527   3.665 |  |  9.920    8912.45   -5.524   3.790 |
  +------------------------------------+  +------------------------------------+

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  4
 
 Diagramas de Firsov - Roll Vigo                                                

                            Diagramas Bsicos - FIRSOV
                            ==========================
  +----------[ Tar  4.340 m ]----------+  +----------[ Tar  4.960 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000    2420.28    9.092   1.402 |  |   .000    2863.67    9.654   1.625 |
  |   .310    2618.52    7.807   1.444 |  |   .310    3066.12    8.516   1.665 |
  |   .620    2821.93    6.617   1.491 |  |   .620    3273.17    7.454   1.711 |
  |  1.240    3237.08    4.592   1.602 |  |  1.240    3694.91    5.610   1.816 |
  |  1.860    3657.53    2.997   1.730 |  |  1.860    4121.28    4.122   1.937 |
  |  2.480    4078.83    1.757   1.870 |  |  2.480    4548.61    2.944   2.071 |
  |  3.100    4499.77     .782   2.017 |  |  3.100    4975.04    2.003   2.212 |
  |  3.720    4920.69     .001   2.170 |  |  3.720    5402.47    1.224   2.360 |
  |  4.340    5323.20    -.665   2.338 |  |  4.340    5833.33     .549   2.513 |
  |  4.960    5774.85   -1.256   2.491 |  |  4.960    6244.98    -.045   2.680 |
  |                                    |  |                                    |
  |  5.580    6208.47   -1.774   2.658 |  |  5.580    6707.97    -.576   2.832 |
  |  6.200    6646.74   -2.240   2.828 |  |  6.200    7152.00   -1.057   2.997 |
  |  6.820    7090.25   -2.665   3.001 |  |  6.820    7600.93   -1.500   3.166 |
  |  7.440    7539.80   -3.061   3.178 |  |  7.440    8055.64   -1.917   3.338 |
  |  8.060    7996.16   -3.437   3.358 |  |  8.060    8517.05   -2.315   3.514 |
  |  8.680    8460.07   -3.801   3.542 |  |  8.680    8985.61   -2.702   3.694 |
  |  9.300    8932.83   -4.160   3.731 |  |  9.300    9462.97   -3.085   3.878 |
  |  9.920    9416.54   -4.523   3.924 |  |  9.920    9951.22   -3.472   4.067 |
  +------------------------------------+  +------------------------------------+

  +----------[ Tar  5.580 m ]----------+  +----------[ Tar  6.200 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000    3350.00   10.471   1.875 |  |   .000    3913.80   11.793   2.181 |
  |   .310    3557.49    9.453   1.913 |  |   .310    4125.24   10.856   2.214 |
  |   .620    3768.89    8.496   1.956 |  |   .620    4340.27    9.966   2.252 |
  |  1.240    4198.74    6.806   2.056 |  |  1.240    4776.33    8.371   2.340 |
  |  1.860    4632.47    5.415   2.170 |  |  1.860    5215.19    7.029   2.443 |
  |  2.480    5066.26    4.287   2.296 |  |  2.480    5653.41    5.917   2.557 |
  |  3.100    5499.51    3.363   2.430 |  |  3.100    6090.71    4.986   2.681 |
  |  3.720    5932.44    2.592   2.571 |  |  3.720    6527.07    4.193   2.812 |
  |  4.340    6368.99    1.910   2.717 |  |  4.340    6966.80    3.481   2.948 |
  |  4.960    6809.27    1.300   2.868 |  |  4.960    7409.94    2.836   3.090 |
  |                                    |  |                                    |
  |  5.580    7228.03     .733   3.032 |  |  5.580    7856.83    2.246   3.237 |
  |  6.200    7702.16     .243   3.183 |  |  6.200    8281.62    1.689   3.397 |
  |  6.820    8155.29    -.227   3.346 |  |  6.820    8762.83    1.192   3.544 |
  |  7.440    8613.94    -.672   3.512 |  |  7.440    9223.42     .707   3.703 |
  |  8.060    9079.05   -1.098   3.683 |  |  8.060    9690.49     .241   3.867 |
  |  8.680    9551.74   -1.513   3.857 |  |  8.680   10165.19    -.213   4.035 |
  |  9.300   10033.19   -1.922   4.036 |  |  9.300   10648.81    -.659   4.208 |
  |  9.920   10525.54   -2.335   4.220 |  |  9.920   11143.41   -1.108   4.386 |
  +------------------------------------+  +------------------------------------+

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  5
 
 Diagramas de Firsov - Roll Vigo                                                

                            Diagramas Bsicos - FIRSOV
                            ==========================
  +----------[ Tar  6.820 m ]----------+  +----------[ Tar  7.440 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000    4578.52   13.671   2.549 |  |   .000    5258.47   15.173   2.886 |
  |   .310    4791.61   12.772   2.573 |  |   .310    5472.37   14.317   2.905 |
  |   .620    5008.13   11.911   2.602 |  |   .620    5689.21   13.493   2.928 |
  |  1.240    5445.20   10.345   2.672 |  |  1.240    6127.32   11.982   2.986 |
  |  1.860    5884.31    9.001   2.758 |  |  1.860    6566.75   10.665   3.060 |
  |  2.480    6322.25    7.861   2.857 |  |  2.480    7004.89    9.530   3.147 |
  |  3.100    6758.96    6.887   2.966 |  |  3.100    7441.82    8.543   3.245 |
  |  3.720    7195.08    6.042   3.084 |  |  3.720    7878.23    7.676   3.352 |
  |  4.340    7634.46    5.275   3.208 |  |  4.340    8318.04    6.881   3.466 |
  |  4.960    8077.17    4.573   3.339 |  |  4.960    8761.23    6.148   3.587 |
  |                                    |  |                                    |
  |  5.580    8523.52    3.927   3.475 |  |  5.580    9208.06    5.469   3.714 |
  |  6.200    8973.83    3.328   3.616 |  |  6.200    9658.87    4.835   3.847 |
  |  6.820    9401.42    2.747   3.769 |  |  6.820   10114.43    4.237   3.984 |
  |  7.440    9885.21    2.203   3.910 |  |  7.440   10549.34    3.659   4.135 |
  |  8.060   10352.54    1.689   4.066 |  |  8.060   11043.75    3.116   4.275 |
  |  8.680   10827.71    1.190   4.227 |  |  8.680   11519.71    2.580   4.429 |
  |  9.300   11312.01     .700   4.393 |  |  9.300   12004.90    2.053   4.588 |
  |  9.920   11807.43     .210   4.564 |  |  9.920   12501.31    1.528   4.752 |
  +------------------------------------+  +------------------------------------+

  +----------[ Tar  8.060 m ]----------+  +----------[ Tar  8.680 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000    5936.47   16.313   3.197 |  |   .000    6614.67   17.214   3.489 |
  |   .310    6151.29   15.502   3.211 |  |   .310    6830.28   16.450   3.501 |
  |   .620    6368.57   14.722   3.230 |  |   .620    7048.08   15.712   3.518 |
  |  1.240    6807.33   13.277   3.280 |  |  1.240    7487.52   14.336   3.562 |
  |  1.860    7247.21   12.003   3.346 |  |  1.860    7927.81   13.111   3.621 |
  |  2.480    7685.65   10.891   3.424 |  |  2.480    8366.62   12.029   3.693 |
  |  3.100    8123.04    9.911   3.514 |  |  3.100    8804.49   11.067   3.775 |
  |  3.720    8560.06    9.040   3.612 |  |  3.720    9242.12   10.203   3.867 |
  |  4.340    9000.57    8.235   3.718 |  |  4.340    9683.33    9.398   3.967 |
  |  4.960    9444.50    7.489   3.831 |  |  4.960   10128.00    8.649   4.073 |
  |                                    |  |                                    |
  |  5.580    9892.11    6.793   3.951 |  |  5.580   10576.40    7.946   4.186 |
  |  6.200   10343.77    6.140   4.076 |  |  6.200   11028.93    7.283   4.305 |
  |  6.820   10800.31    5.522   4.207 |  |  6.820   11486.47    6.652   4.429 |
  |  7.440   11262.78    4.929   4.343 |  |  7.440   11950.09    6.046   4.559 |
  |  8.060   11705.72    4.352   4.492 |  |  8.060   12420.85    5.459   4.695 |
  |  8.680   12209.83    3.799   4.632 |  |  8.680   12873.41    4.882   4.844 |
  |  9.300   12696.79    3.250   4.784 |  |  9.300   13388.56    4.321   4.983 |
  |  9.920   13195.04    2.703   4.943 |  |  9.920   13888.52    3.757   5.136 |
  +------------------------------------+  +------------------------------------+

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  6
 
 Diagramas de Firsov - Roll Vigo                                                

                            Diagramas Bsicos - FIRSOV
                            ==========================
  +----------[ Tar  9.300 m ]----------+  +----------[ Tar  9.920 m ]----------+
  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |  | Tav(m)   Vol(m3)     XB(m)   ZB(m) |
  +------------------------------------+  +------------------------------------+
  |   .000    7293.29   17.946   3.768 |  |   .000    7955.08   18.457   4.025 |
  |   .310    7509.58   17.225   3.779 |  |   .310    8172.56   17.780   4.036 |
  |   .620    7727.86   16.527   3.794 |  |   .620    8391.84   17.122   4.050 |
  |  1.240    8167.90   15.218   3.834 |  |  1.240    8833.46   15.885   4.088 |
  |  1.860    8608.54   14.043   3.888 |  |  1.860    9275.52   14.767   4.140 |
  |  2.480    9047.72   12.996   3.955 |  |  2.480    9716.15   13.763   4.203 |
  |  3.100    9486.09   12.056   4.032 |  |  3.100   10156.10   12.854   4.277 |
  |  3.720    9924.36   11.205   4.118 |  |  3.720   10596.10   12.026   4.359 |
  |  4.340   10366.30   10.408   4.211 |  |  4.340   11039.84   11.247   4.449 |
  |  4.960   10811.71    9.661   4.312 |  |  4.960   11487.07   10.513   4.545 |
  |                                    |  |                                    |
  |  5.580   11260.89    8.957   4.419 |  |  5.580   11938.13    9.819   4.648 |
  |  6.200   11714.32    8.291   4.533 |  |  6.200   12393.55    9.159   4.757 |
  |  6.820   12172.90    7.654   4.652 |  |  6.820   12854.26    8.526   4.872 |
  |  7.440   12637.71    7.040   4.776 |  |  7.440   13321.37    7.913   4.992 |
  |  8.060   13109.83    6.444   4.907 |  |  8.060   13795.97    7.317   5.118 |
  |  8.680   13590.47    5.860   5.043 |  |  8.680   14279.23    6.731   5.250 |
  |  9.300   14054.14    5.282   5.192 |  |  9.300   14772.21    6.153   5.388 |
  |  9.920   14582.39    4.710   5.332 |  |  9.920   15249.71    5.575   5.538 |
  +------------------------------------+  +------------------------------------+

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  7
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume       .710 m3
  --------------------
  Tar m    .003    .000
  Tav m    .000    .002
   ZB m    .001    .001

  Volume    381.935 m3
  --------------------
  Tar m    .966    .000    .644    .310    .301    .620
  Tav m    .000    .878    .310    .615    .620    .336
   ZB m    .319    .314    .283    .285    .283    .284

  Volume    763.160 m3
  --------------------
  Tar m   1.682    .000   1.365    .310   1.057    .620    .343   1.240
  Tav m    .000   1.535    .310   1.269    .620   1.019   1.240    .429
   ZB m    .535    .523    .490    .485    .477    .478    .482    .478

  Volume   1144.385 m3
  --------------------
  Tar m   2.346    .000   2.036    .310   1.713    .620   1.074   1.240    .349
  Tav m    .000   2.162    .310   1.894    .620   1.620   1.240   1.089   1.860
   ZB m    .743    .723    .694    .683    .657    .652    .651    .651    .679

  Tar m   1.860
  Tav m    .481
   ZB m    .673

  Volume   1525.610 m3
  --------------------
  Tar m   2.975    .000   2.671    .310   2.357    .620   1.716   1.240   1.029
  Tav m    .000   2.777    .310   2.505    .620   2.230   1.240   1.682   1.860
   ZB m    .943    .914    .893    .874    .851    .841    .812    .812    .811

  Tar m   1.860    .338   2.480
  Tav m   1.093   2.480    .499
   ZB m    .810    .870    .866

  Volume   1906.835 m3
  --------------------
  Tar m   3.575    .000   3.278    .310   2.970    .620   2.332   1.240   1.705
  Tav m    .000   3.386    .310   3.110    .620   2.831   1.240   2.263   1.860
   ZB m   1.141   1.100   1.087   1.059   1.041   1.025    .980    .977    .981

  Tar m   1.860   1.006   2.480    .321   3.100
  Tav m   1.715   2.480   1.100   3.100    .490
   ZB m    .981    .992    .991   1.058   1.059

  Volume   2288.060 m3
  --------------------
  Tar m   4.148    .000   3.858    .310   3.558    .620   2.938   1.240   2.310
  Tav m    .000   3.991    .310   3.713    .620   3.431   1.240   2.858   1.860
   ZB m   1.335   1.284   1.279   1.243   1.230   1.206   1.159   1.152   1.133

  Tar m   1.860   1.642   2.480    .979   3.100    .302   3.720
  Tav m   2.289   2.480   1.684   3.100   1.081   3.720    .454
   ZB m   1.134   1.131   1.130   1.172   1.173   1.244   1.255

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  8
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume   2669.285 m3
  --------------------
  Tar m   4.694    .000   4.413    .310   4.122    .620   3.519   1.240   2.894
  Tav m    .000   4.588    .310   4.309    .620   4.027   1.240   3.450   1.860
   ZB m   1.527   1.467   1.469   1.424   1.417   1.386   1.337   1.326   1.291

  Tar m   1.860   2.283   2.480   1.611   3.100    .952   3.720    .276   4.340
  Tav m   2.861   2.480   2.290   3.100   1.659   3.720   1.036   4.340    .388
   ZB m   1.289   1.295   1.296   1.302   1.303   1.351   1.359   1.429   1.455

  Volume   3050.510 m3
  --------------------
  Tar m   5.207    .000   4.939    .310   4.660    .620   4.076   1.240   3.471
  Tav m    .000   5.179    .310   4.900    .620   4.617   1.240   4.040   1.860
   ZB m   1.720   1.648   1.657   1.605   1.602   1.565   1.515   1.501   1.460

  Tar m   1.860   2.867   2.480   2.219   3.100   1.578   3.720    .919   4.340
  Tav m   3.449   2.480   2.862   3.100   2.231   3.720   1.607   4.340    .963
   ZB m   1.457   1.446   1.445   1.441   1.441   1.474   1.479   1.532   1.550

  Tar m    .244   4.960
  Tav m   4.960    .286
   ZB m   1.614   1.662

  Volume   3431.735 m3
  --------------------
  Tar m   5.676    .000   5.428    .310   5.166    .620   4.609   1.240   4.024
  Tav m    .000   5.764    .310   5.484    .620   5.201   1.240   4.623   1.860
   ZB m   1.919   1.829   1.849   1.784   1.788   1.744   1.693   1.675   1.629

  Tar m   1.860   3.420   2.480   2.828   3.100   2.182   3.720   1.539   4.340
  Tav m   4.032   2.480   3.425   3.100   2.827   3.720   2.175   4.340   1.528
   ZB m   1.625   1.594   1.594   1.600   1.600   1.607   1.609   1.648   1.660

  Tar m    .880   4.960    .204   5.580
  Tav m   4.960    .854   5.580    .123
   ZB m   1.712   1.748   1.799   1.890

  Volume   3812.960 m3
  --------------------
  Tar m   6.096    .000   5.871    .310   5.631    .620   5.112   1.240   4.553
  Tav m    .000   6.342    .310   6.062    .620   5.779   1.240   5.202   1.860
   ZB m   2.126   2.009   2.048   1.963   1.979   1.921   1.872   1.849   1.799

  Tar m   1.860   3.971   2.480   3.395   3.100   2.764   3.720   2.139   4.340
  Tav m   4.611   2.480   4.004   3.100   3.402   3.720   2.741   4.340   2.089
   ZB m   1.793   1.757   1.756   1.751   1.751   1.744   1.745   1.774   1.780

  Tar m   1.496   4.960    .836   5.580    .158
  Tav m   4.960   1.412   5.580    .684   6.200
   ZB m   1.824   1.848   1.894   1.966   1.985

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg.  9
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume   4194.185 m3
  --------------------
  Tar m   6.470    .000   6.267    .310   6.050    .620   5.575   1.240   5.053
  Tav m    .000   6.914    .310   6.635    .620   6.352   1.240   5.775   1.860
   ZB m   2.338   2.189   2.252   2.142   2.176   2.099   2.053   2.022   1.970

  Tar m   1.860   4.497   2.480   3.918   3.100   3.342   3.720   2.718   4.340
  Tav m   5.184   2.480   4.577   3.100   3.952   3.720   3.325   4.340   2.650
   ZB m   1.962   1.919   1.918   1.892   1.892   1.897   1.896   1.906   1.909

  Tar m   2.091   4.960   1.446   5.580    .785   6.200    .105
  Tav m   4.960   1.966   5.580   1.233   6.200    .410   6.820
   ZB m   1.944   1.959   2.000   2.055   2.077   2.226   2.173

  Volume   4575.410 m3
  --------------------
  Tar m   6.817    .000   6.626    .310   6.425    .620   5.994   1.240   5.514
  Tav m    .000   7.479    .310   7.200    .620   6.918   1.240   6.342   1.860
   ZB m   2.547   2.368   2.458   2.320   2.377   2.275   2.240   2.196   2.144

  Tar m   1.860   4.994   2.480   4.442   3.100   3.894   3.720   3.276   4.340
  Tav m   5.751   2.480   5.145   3.100   4.522   3.720   3.904   4.340   3.210
   ZB m   2.131   2.082   2.081   2.048   2.049   2.050   2.050   2.042   2.043

  Tar m   2.666   4.960   2.037   5.580   1.391   6.200    .726    .043
  Tav m   4.960   2.519   5.580   1.779   6.200    .955   6.820   7.440
   ZB m   2.070   2.079   2.115   2.154   2.179   2.297   2.261   2.361

  Volume   4956.635 m3
  --------------------
  Tar m   7.166    .000   6.971    .310   6.774    .620   6.373   1.240   5.935
  Tav m    .000   8.036    .310   7.758    .620   7.477   1.240   6.903   1.860
   ZB m   2.741   2.547   2.656   2.498   2.575   2.452   2.430   2.369   2.321

  Tar m   1.860   5.454   2.480   4.937   3.100   4.387   3.720   3.820   4.340
  Tav m   6.314   2.480   5.708   3.100   5.084   3.720   4.440   4.340   3.776
   ZB m   2.300   2.248   2.245   2.205   2.206   2.184   2.184   2.186   2.185

  Tar m   3.222   4.960   2.609   5.580   1.978   6.200   1.328   6.820    .661
  Tav m   4.960   3.073   5.580   2.323   6.200   1.495   6.820    .547   7.440
   ZB m   2.201   2.206   2.236   2.263   2.288   2.380   2.359   2.595   2.446

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 10
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume   5337.860 m3
  --------------------
  Tar m   7.513    .000   7.318    .310   7.121    .620   6.724   1.240   6.318
  Tav m    .000   8.585    .310   8.309    .620   8.029   1.240   7.457   1.860
   ZB m   2.924   2.726   2.842   2.676   2.763   2.628   2.620   2.542   2.501

  Tar m   1.860   5.877   2.480   5.396   3.100   4.879   3.720   4.359   4.340
  Tav m   6.870   2.480   6.265   3.100   5.642   3.720   4.998   4.340   4.361
   ZB m   2.469   2.416   2.410   2.363   2.365   2.334   2.336   2.343   2.343

  Tar m   3.755   4.960   3.161   5.580   2.546   6.200   1.912   6.820   1.259
  Tav m   4.960   3.626   5.580   2.869   6.200   2.033   6.820   1.088   7.440
   ZB m   2.335   2.337   2.361   2.379   2.404   2.474   2.464   2.654   2.540

  Tar m   7.440    .586
  Tav m    .116   8.060
   ZB m   2.893   2.633

  Volume   5719.085 m3
  --------------------
  Tar m   7.861    .000   7.665    .310   7.467    .620   7.070   1.240   6.672
  Tav m    .000   9.126    .310   8.852    .620   8.573   1.240   8.005   1.860
   ZB m   3.099   2.905   3.019   2.853   2.941   2.804   2.801   2.715   2.681

  Tar m   1.860   6.263   2.480   5.819   3.100   5.338   3.720   4.827   4.340
  Tav m   7.419   2.480   6.816   3.100   6.194   3.720   5.550   4.340   4.885
   ZB m   2.638   2.587   2.574   2.523   2.524   2.486   2.488   2.475   2.473

  Tar m   4.266   4.960   3.692   5.580   3.094   6.200   2.476   6.820   1.838
  Tav m   4.960   4.174   5.580   3.415   6.200   2.573   6.820   1.627   7.440
   ZB m   2.471   2.471   2.490   2.501   2.524   2.575   2.574   2.724   2.641

  Tar m   7.440   1.180    .502
  Tav m    .662   8.060   8.680
   ZB m   2.931   2.723   2.823

  Volume   6100.310 m3
  --------------------
  Tar m   8.210    .000   8.013    .310   7.815    .620   7.416   1.240   7.017
  Tav m    .000   9.656    .310   9.385    .620   9.109   1.240   8.544   1.860
   ZB m   3.269   3.084   3.189   3.031   3.113   2.981   2.974   2.888   2.856

  Tar m   1.860   6.620   2.480   6.209   3.100   5.762   3.720   5.275   4.340
  Tav m   7.962   2.480   7.361   3.100   6.741   3.720   6.097   4.340   5.425
   ZB m   2.808   2.758   2.739   2.685   2.683   2.639   2.642   2.613   2.615

  Tar m   4.775   4.960   4.200   5.580   3.622   6.200   3.022   6.820   2.400
  Tav m   4.960   4.744   5.580   3.959   6.200   3.114   6.820   2.166   7.440
   ZB m   2.622   2.622   2.620   2.627   2.647   2.684   2.690   2.806   2.747

  Tar m   7.440   1.757   8.060   1.093    .406
  Tav m   1.202   8.060    .237   8.680   9.300
   ZB m   2.982   2.820   3.208   2.909   3.015

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 11
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume   6481.535 m3
  --------------------
  Tar m   8.558   8.362    .310   8.163    .620   7.763   1.240   7.363   1.860
  Tav m    .000    .310   9.908    .620   9.635   1.240   9.075   1.860   8.497
   ZB m   3.433   3.354   3.208   3.279   3.157   3.141   3.061   3.023   2.977

  Tar m   6.965   2.480   6.569   3.100   6.155   3.720   5.702   4.340   5.230
  Tav m   2.480   7.899   3.100   7.281   3.720   6.638   4.340   5.967   4.960
   ZB m   2.926   2.904   2.848   2.843   2.793   2.796   2.761   2.764   2.760

  Tar m   4.960   4.683   5.580   4.128   6.200   3.547   6.820   2.942   7.440
  Tav m   5.280   5.580   4.497   6.200   3.655   6.820   2.706   7.440   1.740
   ZB m   2.759   2.752   2.755   2.773   2.798   2.808   2.896   2.858   3.044

  Tar m   2.315   8.060   1.666    .994    .296
  Tav m   8.060    .780   8.680   9.300   9.920
   ZB m   2.922   3.242   3.002   3.098   3.211

  Volume   6862.760 m3
  --------------------
  Tar m   8.906   8.709   8.511   8.111   1.240   7.710   1.860   7.311   2.480
  Tav m    .000    .310    .620   1.240   9.597   1.860   9.024   2.480   8.430
   ZB m   3.593   3.515   3.441   3.304   3.234   3.186   3.146   3.088   3.069

  Tar m   6.915   3.100   6.517   3.720   6.097   4.340   5.637   4.960   5.151
  Tav m   3.100   7.814   3.720   7.173   4.340   6.503   4.960   5.795   5.580
   ZB m   3.009   3.004   2.949   2.951   2.908   2.912   2.888   2.889   2.892

  Tar m   5.580   4.611   6.200   4.050   6.820   3.464   7.440   2.855   8.060
  Tav m   5.040   6.200   4.194   6.820   3.248   7.440   2.279   8.060   1.318
   ZB m   2.889   2.900   2.916   2.929   2.994   2.971   3.118   3.028   3.288

  Tar m   2.222   8.680   1.564    .881
  Tav m   8.680    .356   9.300   9.920
   ZB m   3.100   3.504   3.187   3.290

  Volume   7243.985 m3
  --------------------
  Tar m   9.255   9.057   8.858   8.458   8.057   1.860   7.658   2.480   7.261
  Tav m    .000    .310    .620   1.240   1.860   9.542   2.480   8.953   3.100
   ZB m   3.749   3.672   3.599   3.463   3.345   3.316   3.246   3.235   3.165

  Tar m   3.100   6.865   3.720   6.463   4.340   6.034   4.960   5.597   5.580
  Tav m   8.340   3.720   7.700   4.340   7.033   4.960   6.328   5.580   5.601
   ZB m   3.164   3.103   3.106   3.057   3.062   3.028   3.032   3.038   3.037

  Tar m   5.067   6.200   4.531   6.820   3.966   7.440   3.374   8.060   2.759
  Tav m   6.200   4.728   6.820   3.789   7.440   2.819   8.060   1.855   8.680
   ZB m   3.028   3.037   3.051   3.097   3.087   3.199   3.137   3.345   3.202

  Tar m   8.680   2.117   1.449
  Tav m    .897   9.300   9.920
   ZB m   3.536   3.281   3.375

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 12
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume   7625.210 m3
  --------------------
  Tar m   9.609   9.407   9.206   8.805   8.404   8.005   2.480   7.607   3.100
  Tav m    .000    .310    .620   1.240   1.860   2.480   9.466   3.100   8.858
   ZB m   3.899   3.825   3.753   3.618   3.500   3.400   3.400   3.318   3.325

  Tar m   7.211   3.720   6.812   4.340   6.405   4.960   5.982   5.580   5.496
  Tav m   3.720   8.221   4.340   7.557   4.960   6.853   5.580   6.101   6.200
   ZB m   3.254   3.262   3.205   3.212   3.171   3.175   3.163   3.159   3.156

  Tar m   6.200   4.988   6.820   4.446   7.440   3.873   8.060   3.276   8.680
  Tav m   5.257   6.820   4.327   7.440   3.361   8.060   2.394   8.680   1.434
   ZB m   3.160   3.174   3.205   3.204   3.289   3.249   3.413   3.306   3.579

  Tar m   2.652   9.300   2.000
  Tav m   9.300    .474   9.920
   ZB m   3.378   3.787   3.465

  Volume   8006.435 m3
  --------------------
  Tar m   9.763   9.558   9.152   8.751   8.352   7.954   3.100   7.557   3.720
  Tav m    .310    .620   1.240   1.860   2.480   3.100   9.367   3.720   8.735
   ZB m   3.973   3.903   3.771   3.653   3.552   3.468   3.487   3.401   3.418

  Tar m   7.158   4.340   6.756   4.960   6.341   5.580   5.913   6.200   5.419
  Tav m   4.340   8.074   4.960   7.373   5.580   6.615   6.200   5.801   6.820
   ZB m   3.349   3.362   3.312   3.320   3.290   3.291   3.296   3.294   3.297

  Tar m   6.820   4.903   7.440   4.353   8.060   3.773   8.680   3.167   9.300
  Tav m   4.861   7.440   3.901   8.060   2.935   8.680   1.971   9.300   1.013
   ZB m   3.318   3.323   3.384   3.361   3.489   3.413   3.633   3.479   3.818

  Tar m   2.532   9.920
  Tav m   9.920    .073
   ZB m   3.559   4.028

  Volume   8387.660 m3
  --------------------
  Tar m   9.916   9.503   9.098   8.699   8.301   3.100   7.903   3.720   7.503
  Tav m    .620   1.240   1.860   2.480   3.100   9.866   3.720   9.240   4.340
   ZB m   4.048   3.919   3.803   3.701   3.616   3.648   3.547   3.575   3.492

  Tar m   4.340   7.102   4.960   6.696   5.580   6.299   6.200   5.823   6.820
  Tav m   8.584   4.960   7.887   5.580   7.135   6.200   6.339   6.820   5.392
   ZB m   3.514   3.452   3.465   3.426   3.430   3.431   3.430   3.420   3.433

  Tar m   5.335   7.440   4.810   8.060   4.251   8.680   3.662   9.300   3.045
  Tav m   7.440   4.438   8.060   3.476   8.680   2.510   9.300   1.549   9.920
   ZB m   3.442   3.485   3.475   3.572   3.522   3.697   3.581   3.859   3.655

  Tar m   9.920
  Tav m    .614
   ZB m   4.050

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 13
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume   8768.885 m3
  --------------------
  Tar m   9.859   9.448   9.045   8.648   8.250   3.720   7.850   4.340   7.447
  Tav m   1.240   1.860   2.480   3.100   3.720   9.736   4.340   9.086   4.960
   ZB m   4.064   3.950   3.849   3.762   3.691   3.731   3.633   3.665   3.590

  Tar m   4.960   7.043   5.580   6.643   6.200   6.206   6.820   5.743   7.440
  Tav m   8.395   5.580   7.648   6.200   6.828   6.820   5.916   7.440   4.971
   ZB m   3.611   3.561   3.569   3.552   3.546   3.546   3.550   3.561   3.589

  Tar m   5.244   8.060   4.709   8.680   4.140   9.300   3.539   9.920
  Tav m   8.060   4.015   8.680   3.050   9.300   2.086   9.920   1.150
   ZB m   3.590   3.662   3.631   3.768   3.686   3.911   3.753   4.082

  Volume   9150.110 m3
  --------------------
  Tar m   9.802   9.394   8.994   8.596   8.196   4.340   7.793   4.960   7.388
  Tav m   1.860   2.480   3.100   3.720   4.340   9.580   4.960   8.895   5.580
   ZB m   4.093   3.993   3.906   3.833   3.773   3.818   3.727   3.757   3.694

  Tar m   5.580   6.979   6.200   6.582   6.820   6.128   7.440   5.655   8.060
  Tav m   8.154   6.200   7.341   6.820   6.458   7.440   5.500   8.060   4.549
   ZB m   3.709   3.675   3.677   3.681   3.680   3.680   3.697   3.704   3.756

  Tar m   5.145   8.680   4.599   9.300   4.016   9.920
  Tav m   8.680   3.590   9.300   2.625   9.920   1.684
   ZB m   3.741   3.847   3.791   3.972   3.853   4.124

  Volume   9531.335 m3
  --------------------
  Tar m   9.747   9.342   8.942   8.542   8.139   4.960   7.733   5.580   7.324
  Tav m   2.480   3.100   3.720   4.340   4.960   9.388   5.580   8.653   6.200
   ZB m   4.135   4.048   3.974   3.912   3.862   3.904   3.826   3.850   3.803

  Tar m   6.200   6.935   6.820   6.492   7.440   6.044   8.060   5.558   8.680
  Tav m   7.850   6.820   6.990   7.440   6.025   8.060   5.081   8.680   4.127
   ZB m   3.811   3.809   3.808   3.798   3.809   3.819   3.854   3.851   3.932

  Tar m   5.037   9.300   4.476   9.920
  Tav m   9.300   3.164   9.920   2.220
   ZB m   3.897   4.040   3.955   4.175

  Volume   9912.561 m3
  --------------------
  Tar m   9.693   9.289   8.888   8.485   4.960   8.079   5.580   7.670   6.200
  Tav m   3.100   3.720   4.340   4.960   9.871   5.580   9.146   6.200   8.351
   ZB m   4.188   4.114   4.049   3.997   4.052   3.958   3.991   3.932   3.945

  Tar m   7.267   6.820   6.846   7.440   6.412   8.060   5.951   8.680   5.453
  Tav m   6.820   7.476   7.440   6.544   8.060   5.608   8.680   4.660   9.300
   ZB m   3.925   3.919   3.920   3.922   3.933   3.956   3.962   4.021   4.003

  Tar m   9.300   4.917   9.920
  Tav m   3.703   9.920   2.757
   ZB m   4.115   4.057   4.235

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 14
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume  10293.790 m3
  --------------------
  Tar m   9.640   9.234   8.830   8.424   5.580   8.015   6.200   7.601   6.820
  Tav m   3.720   4.340   4.960   5.580   9.630   6.200   8.846   6.820   7.982
   ZB m   4.251   4.186   4.131   4.089   4.134   4.059   4.081   4.042   4.046

  Tar m   7.204   7.440   6.767   8.060   6.323   8.680   5.848   9.300   5.335
  Tav m   7.440   7.078   8.060   6.132   8.680   5.190   9.300   4.239   9.920
   ZB m   4.049   4.047   4.048   4.062   4.072   4.114   4.109   4.196   4.158

  Tar m   9.920
  Tav m   3.294
   ZB m   4.302

  Volume  10675.010 m3
  --------------------
  Tar m   9.583   9.176   8.769   8.360   6.200   7.946   6.820   7.550   7.440
  Tav m   4.340   4.960   5.580   6.200   9.333   6.820   8.482   7.440   7.601
   ZB m   4.321   4.265   4.220   4.187   4.217   4.166   4.175   4.172   4.171

  Tar m   7.109   8.060   6.681   8.680   6.225   9.300   5.734   9.920
  Tav m   8.060   6.651   8.680   5.716   9.300   4.770   9.920   3.831
   ZB m   4.163   4.171   4.182   4.211   4.215   4.281   4.260   4.375

  Volume  11056.240 m3
  --------------------
  Tar m   9.524   9.114   8.705   6.200   8.291   6.820   7.882   7.440   7.452
  Tav m   4.960   5.580   6.200   9.812   6.820   8.974   7.440   8.076   8.060
   ZB m   4.397   4.350   4.314   4.355   4.290   4.305   4.284   4.279   4.280

  Tar m   8.060   7.026   8.680   6.585   9.300   6.115   9.920
  Tav m   7.162   8.680   6.237   9.300   5.298   9.920   4.363
   ZB m   4.281   4.293   4.312   4.321   4.370   4.363   4.452

  Volume  11437.460 m3
  --------------------
  Tar m   9.874   9.461   9.049   8.636   6.820   8.217   7.440   7.810   8.060
  Tav m   4.960   5.580   6.200   6.820   9.458   7.440   8.572   8.060   7.687
   ZB m   4.528   4.479   4.441   4.413   4.436   4.397   4.402   4.405   4.402

  Tar m   7.367   8.680   6.933   9.300   6.479   9.920
  Tav m   8.680   6.754   9.300   5.822   9.920   4.891
   ZB m   4.405   4.416   4.428   4.463   4.465   4.534

  Volume  11818.690 m3
  --------------------
  Tar m   9.810   9.395   8.980   8.561   7.440   8.159   8.060   7.707   8.680
  Tav m   5.580   6.200   6.820   7.440   9.064   8.060   8.202   8.680   7.265
   ZB m   4.608   4.567   4.537   4.517   4.526   4.524   4.524   4.515   4.522

  Tar m   7.275   9.300   6.830   9.920
  Tav m   9.300   6.342   9.920   5.416
   ZB m   4.535   4.559   4.567   4.621

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 15
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isovolumtricas
                       ===============================

  Volume  12199.910 m3
  --------------------
  Tar m   9.743   9.324   8.905   7.440   8.490   8.060   8.051   8.680   7.615
  Tav m   6.200   6.820   7.440   9.545   8.060   8.668   8.680   7.768   9.300
   ZB m   4.693   4.661   4.638   4.652   4.633   4.629   4.629   4.630   4.643

  Tar m   9.300   7.172   9.920
  Tav m   6.856   9.920   5.937
   ZB m   4.659   4.670   4.710

  Volume  12581.130 m3
  --------------------
  Tar m   9.671   9.249   8.823   8.060   8.408   8.680   7.956   9.300   7.511
  Tav m   6.820   7.440   8.060   9.152   8.680   8.282   9.300   7.365   9.920
   ZB m   4.784   4.759   4.744   4.747   4.751   4.748   4.751   4.761   4.774

  Tar m   9.920
  Tav m   6.453
   ZB m   4.804

  Volume  12962.360 m3
  --------------------
  Tar m   9.594   9.166   8.060   8.758   8.680   8.297   9.300   7.852   9.920
  Tav m   7.440   8.060   9.632   8.680   8.790   9.300   7.867   9.920   6.964
   ZB m   4.879   4.861   4.868   4.869   4.868   4.859   4.866   4.879   4.900

  Volume  13343.580 m3
  --------------------
  Tar m   9.511   9.088   8.680   8.639   9.300   8.193   9.920
  Tav m   8.060   8.680   9.247   9.300   8.361   9.920   7.469
   ZB m   4.979   4.975   4.971   4.970   4.972   4.984   4.998

  Volume  13724.810 m3
  --------------------
  Tar m   9.856   9.419   8.680   8.995   9.300   8.534   9.920
  Tav m   8.060   8.680   9.715   9.300   8.862   9.920   7.968
   ZB m   5.096   5.082   5.084   5.089   5.086   5.090   5.099

  Volume  14106.040 m3
  --------------------
  Tar m   9.762   9.347   9.300   8.873   9.920
  Tav m   8.680   9.300   9.365   9.920   8.459
   ZB m   5.197   5.207   5.207   5.197   5.203

  Volume  14487.260 m3
  --------------------
  Tar m   9.680   9.300   9.214   9.920
  Tav m   9.300   9.815   9.920   8.941
   ZB m   5.314   5.309   5.305   5.307

  Volume  14868.490 m3
  --------------------
  Tar m   9.563   9.920
  Tav m   9.920   9.423
   ZB m   5.419   5.417

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 16
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB     20.568 m 
  --------------------
 <> LCB/XB Fora dos Limites <>

  LCB/XB     19.732 m 
  --------------------
 <> LCB/XB Fora dos Limites <>

  LCB/XB     18.896 m 
  --------------------
 <> LCB/XB Fora dos Limites <>

  LCB/XB     18.060 m 
  --------------------
  Tar m   9.438   9.920
  Tav m    .000    .182

  LCB/XB     17.224 m 
  --------------------
  Tar m   8.688   9.299   9.300   9.920
  Tav m    .000    .310    .311    .572

  LCB/XB     16.387 m 
  --------------------
  Tar m   8.111   8.639   8.680   9.194   9.300   9.920
  Tav m    .000    .310    .336    .620    .686    .988

  LCB/XB     15.551 m 
  --------------------
  Tar m   7.646   8.060   8.092   8.579   8.680   9.300   9.609   9.920
  Tav m    .000    .291    .310    .620    .693   1.082   1.240   1.425

  LCB/XB     14.715 m 
  --------------------
  Tar m   7.251   7.440   7.648   8.056   8.060   8.680   8.946   9.300   9.876
  Tav m    .000    .166    .310    .620    .623   1.069   1.240   1.505   1.860

  Tar m   9.920
  Tav m   1.892

  LCB/XB     13.879 m 
  --------------------
  Tar m   6.906   7.264   7.440   7.635   8.060   8.412   8.680   9.191   9.300
  Tav m    .000    .310    .475    .620    .982   1.240   1.471   1.860   1.957

  Tar m   9.920
  Tav m   2.408

  LCB/XB     13.043 m 
  --------------------
  Tar m   6.613   6.820   6.929   7.264   7.440   7.948   8.060   8.642   8.680
  Tav m    .000    .217    .310    .620    .805   1.240   1.354   1.860   1.899

  Tar m   9.300   9.338   9.920
  Tav m   2.452   2.480   2.971

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 17
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB     12.207 m 
  --------------------
  Tar m   6.337   6.637   6.820   6.936   7.440   7.547   8.060   8.174   8.680
  Tav m    .000    .310    .513    .620   1.148   1.240   1.761   1.860   2.378

  Tar m   8.794   9.300   9.417   9.920
  Tav m   2.480   3.001   3.100   3.585

  LCB/XB     11.370 m 
  --------------------
  Tar m   6.002   6.200   6.367   6.648   6.820   7.208   7.440   7.767   8.060
  Tav m    .000    .140    .310    .620    .834   1.240   1.528   1.860   2.213

  Tar m   8.321   8.680   8.870   9.300   9.425   9.920
  Tav m   2.480   2.904   3.100   3.599   3.720   4.242

  LCB/XB     10.534 m 
  --------------------
  Tar m   5.610   6.058   6.200   6.381   6.820   6.892   7.391   7.440   7.898
  Tav m    .000    .310    .422    .620   1.165   1.240   1.860   1.932   2.480

  Tar m   8.060   8.394   8.680   8.885   9.300   9.394   9.920
  Tav m   2.706   3.100   3.482   3.720   4.241   4.340   4.942

  LCB/XB      9.698 m 
  --------------------
  Tar m   4.994   5.580   5.688   6.087   6.200   6.617   6.820   7.080   7.440
  Tav m    .000    .235    .310    .620    .724   1.240   1.538   1.860   2.388

  Tar m   7.517   7.963   8.060   8.411   8.680   8.864   9.300   9.327   9.833
  Tav m   2.480   3.100   3.252   3.720   4.109   4.340   4.929   4.960   5.580

  Tar m   9.920
  Tav m   5.694

  LCB/XB      8.862 m 
  --------------------
  Tar m   4.035   4.340   4.960   5.189   5.580   5.734   6.200   6.354   6.776
  Tav m    .000    .055    .216    .310    .501    .620   1.049   1.240   1.860

  Tar m   6.820   7.192   7.440   7.584   7.979   8.060   8.394   8.680   8.811
  Tav m   1.936   2.480   2.900   3.100   3.720   3.857   4.340   4.784   4.960

  Tar m   9.242   9.300   9.708   9.920
  Tav m   5.580   5.668   6.200   6.491

  LCB/XB      8.026 m 
  --------------------
  Tar m   2.758   3.100   3.720   4.340   4.531   4.960   5.300   5.580   6.063
  Tav m    .000    .034    .126    .257    .310    .453    .620    .793   1.240

  Tar m   6.200   6.513   6.820   6.881   7.246   7.440   7.599   7.964   8.060
  Tav m   1.399   1.860   2.391   2.480   3.100   3.470   3.720   4.340   4.514

  Tar m   8.347   8.680   8.729   9.137   9.300   9.564   9.920
  Tav m   4.960   5.509   5.580   6.200   6.458   6.820   7.326

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 18
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB      7.190 m 
  --------------------
  Tar m   1.154   1.240   1.860   2.480   3.100   3.720   3.759   4.340   4.764
  Tav m    .000    .007    .041    .099    .184    .301    .310    .471    .620

  Tar m   4.960   5.580   5.732   6.200   6.250   6.606   6.820   6.933   7.255
  Tav m    .709   1.099   1.240   1.786   1.860   2.480   2.907   3.100   3.720

  Tar m   7.440   7.581   7.921   8.060   8.273   8.630   8.680   9.013   9.300
  Tav m   4.099   4.340   4.960   5.227   5.580   6.200   6.291   6.820   7.289

  Tar m   9.406   9.830   9.920
  Tav m   7.440   8.060   8.195

  LCB/XB      6.353 m 
  --------------------
  Tar m    .528    .620   1.240   1.860   2.480   2.993   3.100   3.720   4.140
  Tav m    .000    .015    .075    .136    .221    .310    .335    .493    .620

  Tar m   4.340   4.960   5.345   5.580   5.940   6.200   6.339   6.646   6.820
  Tav m    .701    .990   1.240   1.442   1.860   2.237   2.480   3.100   3.491

  Tar m   6.938   7.237   7.440   7.535   7.854   8.060   8.176   8.516   8.680
  Tav m   3.720   4.340   4.786   4.960   5.580   5.998   6.200   6.820   7.125

  Tar m   8.872   9.243   9.300   9.651   9.920
  Tav m   7.440   8.060   8.156   8.680   9.085

  LCB/XB      5.517 m 
  --------------------
  Tar m    .303    .310    .620   1.240   1.860   2.327   2.480   3.100   3.518
  Tav m    .000    .005    .059    .143    .231    .310    .349    .503    .620

  Tar m   3.720   4.340   4.904   4.960   5.580   5.619   6.048   6.200   6.373
  Tav m    .698    .957   1.240   1.279   1.814   1.860   2.480   2.746   3.100

  Tar m   6.644   6.820   6.914   7.192   7.440   7.463   7.764   8.058   8.060
  Tav m   3.720   4.144   4.340   4.960   5.536   5.580   6.200   6.820   6.825

  Tar m   8.386   8.680   8.717   9.083   9.300   9.467   9.878
  Tav m   7.440   7.998   8.060   8.680   9.048   9.300   9.920

  LCB/XB      4.681 m 
  --------------------
  Tar m    .258    .310    .620   1.240   1.794   1.860   2.480   2.947   3.100
  Tav m    .000    .036    .102    .211    .310    .330    .491    .620    .682

  Tar m   3.720   4.340   4.394   4.960   5.228   5.580   5.730   6.083   6.200
  Tav m    .930   1.213   1.240   1.627   1.860   2.263   2.480   3.100   3.339

  Tar m   6.364   6.615   6.820   6.862   7.123   7.377   7.440   7.654   7.939
  Tav m   3.720   4.340   4.865   4.960   5.580   6.200   6.360   6.820   7.440

  Tar m   8.060   8.244   8.565   8.680   8.913   9.281
  Tav m   7.706   8.060   8.680   8.902   9.300   9.920

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 19
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB      3.845 m 
  --------------------
  Tar m    .214    .310    .620   1.240   1.413   1.860   2.443   2.480   3.100
  Tav m    .000    .067    .145    .279    .310    .448    .620    .637    .890

  Tar m   3.720   3.890   4.340   4.807   4.960   5.376   5.580   5.764   6.065
  Tav m   1.162   1.240   1.530   1.860   2.006   2.480   2.776   3.100   3.720

  Tar m   6.200   6.326   6.560   6.790   6.820   7.033   7.277   7.440   7.531
  Tav m   4.023   4.340   4.960   5.580   5.665   6.200   6.820   7.240   7.440

  Tar m   7.806   8.060   8.086   8.404   8.680   8.737
  Tav m   8.060   8.629   8.680   9.300   9.824   9.920

  LCB/XB      3.009 m 
  --------------------
  Tar m    .169    .310    .620   1.139   1.240   1.860   2.045   2.480   3.100
  Tav m    .000    .097    .189    .310    .361    .565    .620    .823   1.099

  Tar m   3.414   3.720   4.340   4.347   4.960   4.990   5.419   5.580   5.741
  Tav m   1.240   1.441   1.855   1.860   2.446   2.480   3.100   3.385   3.720

  Tar m   6.014   6.200   6.262   6.481   6.699   6.820   6.929   7.163   7.394
  Tav m   4.340   4.794   4.960   5.580   6.200   6.541   6.820   7.440   8.060

  Tar m   7.440   7.658   7.935   8.060   8.240
  Tav m   8.184   8.680   9.300   9.574   9.920

  LCB/XB      2.173 m 
  --------------------
  Tar m    .125    .310    .620    .953   1.240   1.716   1.860   2.480   2.973
  Tav m    .000    .128    .232    .310    .454    .620    .709   1.009   1.240

  Tar m   3.100   3.720   3.893   4.340   4.557   4.960   5.037   5.390   5.580
  Tav m   1.331   1.744   1.860   2.272   2.480   2.988   3.100   3.720   4.101

  Tar m   5.684   5.932   6.170   6.200   6.383   6.591   6.808   6.820   7.030
  Tav m   4.340   4.960   5.580   5.662   6.200   6.820   7.440   7.476   8.060

  Tar m   7.258   7.440   7.502   7.780
  Tav m   8.680   9.160   9.300   9.920

  LCB/XB      1.337 m 
  --------------------
  Tar m    .081    .310    .620    .768   1.240   1.448   1.860   2.480   2.576
  Tav m    .000    .159    .275    .310    .547    .620    .874   1.195   1.240

  Tar m   3.100   3.462   3.720   4.123   4.340   4.622   4.960   5.011   5.319
  Tav m   1.614   1.860   2.107   2.480   2.747   3.100   3.631   3.720   4.340

  Tar m   5.580   5.595   5.827   6.049   6.200   6.258   6.461   6.669   6.820
  Tav m   4.923   4.960   5.580   6.200   6.639   6.820   7.440   8.060   8.498

  Tar m   6.885   7.112   7.350
  Tav m   8.680   9.300   9.920

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 20
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB       .500 m 
  --------------------
  Tar m    .036    .310    .605    .620   1.207   1.240   1.860   2.241   2.480
  Tav m    .000    .190    .310    .325    .620    .653   1.040   1.240   1.442

  Tar m   3.052   3.100   3.692   3.720   4.197   4.340   4.593   4.935   4.960
  Tav m   1.860   1.911   2.480   2.516   3.100   3.323   3.720   4.340   4.391

  Tar m   5.212   5.470   5.580   5.691   5.898   6.107   6.200   6.311   6.515
  Tav m   4.960   5.580   5.874   6.200   6.820   7.440   7.715   8.060   8.680

  Tar m   6.729   6.820   6.957
  Tav m   9.300   9.553   9.920

  LCB/XB      -.336 m 
  --------------------
  Tar m    .000    .310    .530    .620   1.060   1.240   1.860   1.925   2.480
  Tav m    .005    .220    .310    .399    .620    .804   1.206   1.240   1.709

  Tar m   2.687   3.100   3.290   3.720   3.771   4.167   4.340   4.508   4.811
  Tav m   1.860   2.298   2.480   3.037   3.100   3.720   4.033   4.340   4.960

  Tar m   4.960   5.074   5.304   5.527   5.580   5.731   5.933   6.141   6.200
  Tav m   5.300   5.580   6.200   6.820   6.972   7.440   8.060   8.680   8.851

  Tar m   6.348   6.563
  Tav m   9.300   9.920

  LCB/XB     -1.172 m 
  --------------------
  Tar m    .000    .310    .454    .620    .913   1.240   1.677   1.860   2.349
  Tav m    .030    .251    .310    .473    .620    .954   1.240   1.444   1.860

  Tar m   2.480   2.909   3.100   3.362   3.720   3.738   4.080   4.340   4.383
  Tav m   2.025   2.480   2.760   3.100   3.692   3.720   4.340   4.872   4.960

  Tar m   4.652   4.900   4.960   5.120   5.331   5.542   5.580   5.742   5.948
  Tav m   5.580   6.200   6.361   6.820   7.440   8.060   8.171   8.680   9.300

  Tar m   6.168
  Tav m   9.920

  LCB/XB     -2.008 m 
  --------------------
  Tar m    .000    .310    .379    .620    .766   1.240   1.448   1.860   2.047
  Tav m    .055    .282    .310    .547    .620   1.104   1.240   1.701   1.860

  Tar m   2.480   2.548   2.971   3.100   3.332   3.654   3.720   3.947   4.216
  Tav m   2.408   2.480   3.100   3.338   3.720   4.340   4.485   4.960   5.580

  Tar m   4.340   4.461   4.690   4.911   4.960   5.116   5.322   5.534   5.580
  Tav m   5.891   6.200   6.820   7.440   7.582   8.060   8.680   9.300   9.429

  Tar m   5.745
  Tav m   9.920

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 21
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB     -2.844 m 
  --------------------
  Tar m    .000    .307    .310    .619    .620   1.225   1.240   1.771   1.860
  Tav m    .080    .310    .316    .620    .622   1.240   1.266   1.860   2.008

  Tar m   2.232   2.480   2.607   2.939   3.100   3.237   3.516   3.720   3.772
  Tav m   2.480   2.913   3.100   3.720   4.070   4.340   4.960   5.457   5.580

  Tar m   4.013   4.241   4.340   4.458   4.667   4.880   4.960   5.088   5.302
  Tav m   6.200   6.820   7.101   7.440   8.060   8.680   8.910   9.300   9.920

  LCB/XB     -3.680 m 
  --------------------
  Tar m    .000    .274    .310    .541    .620   1.074   1.240   1.537   1.860
  Tav m    .105    .310    .393    .620    .776   1.240   1.528   1.860   2.396

  Tar m   1.926   2.272   2.480   2.562   2.839   3.090   3.100   3.334   3.563
  Tav m   2.480   3.100   3.564   3.720   4.340   4.960   4.988   5.580   6.200

  Tar m   3.720   3.781   3.991   4.200   4.340   4.408   4.616   4.837
  Tav m   6.650   6.820   7.440   8.060   8.475   8.680   9.300   9.920

  LCB/XB     -4.517 m 
  --------------------
  Tar m    .000    .240    .310    .463    .620    .923   1.240   1.302   1.664
  Tav m    .130    .310    .469    .620    .931   1.240   1.790   1.860   2.480

  Tar m   1.860   1.952   2.217   2.452   2.480   2.685   2.905   3.100   3.114
  Tav m   2.933   3.100   3.720   4.340   4.424   4.960   5.580   6.161   6.200

  Tar m   3.321   3.521   3.718   3.720   3.918   4.124   4.340   4.343
  Tav m   6.820   7.440   8.060   8.066   8.680   9.300   9.910   9.920

  LCB/XB     -5.353 m 
  --------------------
  Tar m    .000    .207    .310    .385    .620    .771   1.115   1.240   1.414
  Tav m    .155    .310    .546    .620   1.085   1.240   1.860   2.178   2.480

  Tar m   1.669   1.860   1.880   2.097   2.296   2.480   2.486   2.680   2.866
  Tav m   3.100   3.671   3.720   4.340   4.960   5.563   5.580   6.200   6.820

  Tar m   3.051   3.100   3.237   3.425   3.620   3.720   3.826
  Tav m   7.440   7.609   8.060   8.680   9.300   9.606   9.920

  LCB/XB     -6.189 m 
  --------------------
  Tar m    .000    .173    .308    .310    .620    .944   1.181   1.240   1.400
  Tav m    .180    .310    .620    .627   1.240   1.860   2.480   2.688   3.100

  Tar m   1.586   1.756   1.860   1.923   2.094   2.258   2.420   2.480   2.587
  Tav m   3.720   4.340   4.751   4.960   5.580   6.200   6.820   7.053   7.440

  Tar m   2.758   2.933   3.100   3.116   3.309
  Tav m   8.060   8.680   9.248   9.300   9.920

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 22
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB     -7.025 m 
  --------------------
  Tar m    .000    .140    .262    .310    .519    .620    .773    .987   1.151
  Tav m    .206    .310    .620    .827   1.240   1.566   1.860   2.480   3.100

  Tar m   1.240   1.294   1.441   1.580   1.715   1.849   1.860   1.991   2.137
  Tav m   3.526   3.720   4.340   4.960   5.580   6.200   6.255   6.820   7.440

  Tar m   2.286   2.443   2.480   2.611   2.792
  Tav m   8.060   8.680   8.822   9.300   9.920

  LCB/XB     -7.861 m 
  --------------------
  Tar m    .000    .106    .215    .310    .417    .607    .620    .792    .932
  Tav m    .231    .310    .620   1.028   1.240   1.860   1.923   2.480   3.100

  Tar m   1.039   1.142   1.240   1.243   1.356   1.468   1.581   1.699   1.824
  Tav m   3.720   4.340   4.944   4.960   5.580   6.200   6.820   7.440   8.060

  Tar m   1.860   1.961   2.111   2.276
  Tav m   8.234   8.680   9.300   9.920

  LCB/XB     -8.697 m 
  --------------------
  Tar m    .000    .072    .168    .310    .316    .478    .602    .620    .712
  Tav m    .256    .310    .620   1.228   1.240   1.860   2.480   2.614   3.100

  Tar m    .792    .869    .945   1.021   1.100   1.184   1.240   1.276   1.380
  Tav m   3.720   4.340   4.960   5.580   6.200   6.820   7.216   7.440   8.060

  Tar m   1.494   1.621   1.765
  Tav m   8.680   9.300   9.920

  LCB/XB     -9.534 m 
  --------------------
  Tar m    .000    .039    .122    .240    .310    .348    .445    .512    .555
  Tav m    .281    .310    .620   1.240   1.712   1.860   2.480   3.100   3.720

  Tar m    .599    .620    .646    .698    .753    .812    .879    .954   1.041
  Tav m   4.340   4.646   4.960   5.580   6.200   6.820   7.440   8.060   8.680

  Tar m   1.142   1.240   1.263
  Tav m   9.300   9.812   9.920

  LCB/XB    -10.370 m 
  --------------------
  Tar m    .000    .005    .075    .165    .236    .290    .310    .326    .342
  Tav m    .306    .310    .620   1.240   1.860   2.480   2.870   3.100   3.720

  Tar m    .357    .374    .395    .420    .452    .491    .541    .602    .620
  Tav m   4.340   4.960   5.580   6.200   6.820   7.440   8.060   8.680   8.835

  Tar m    .680    .778
  Tav m   9.300   9.920

 DEN/EE-PENO/COPPE-UFRJ Caractersticas Hidrostticas v4.8  05/Jun/2003  Pg. 23
 
 Diagramas de Firsov - Roll Vigo                                                

                       FIRSOV - Curvas Isomtricas  XB
                       ===============================

  LCB/XB    -11.206 m 
  --------------------
  Tar m    .000    .028    .091    .108    .111    .112    .118    .126    .130
  Tav m    .490    .620   1.240   6.200   5.580   6.820   4.960   7.440   4.340

  Tar m    .131    .144    .149    .155    .158    .184    .235    .305
  Tav m   1.860   3.720   8.060   2.480   3.100   8.680   9.300   9.920

  LCB/XB    -12.042 m 
  --------------------
  Tar m    .000    .000    .016    .020    .026
  Tav m   1.019   2.931   1.240   2.480   1.860
