Page 73 - Control de Sedimentos - Tolomosa
P. 73

Estudio de Identificación de Proyectos para el Control de Sedimentos en la Cuenca del Río “Tolomosa”
                  Programa Estratégico de Acción – PEA Bermejo


                                                      CUADRO IV.12
                                 PARÁMETROS GEOMETRICOS DE LOS DIQUES DE TIERRA
                                                           AI-3

                                                                                    Volumen
                                          Área              Volumen
                                                   Altura
                                                                        Volumen
                  Microcuenca   Dique    Aporte   Dique (m)   Obra del   Embalse (m )   Sedimento   Vida Útil
                                                                                3
                                                                                     Anual
                                                                                                (años)
                                             2
                                                                   3
                                         (Km )              dique (m )
                                                                                      3
                                                                                    (m /año)
                     MC 28      DT 3.1    0.173    11.00     4,088.39   17,687.08   1,040.90     17.0
                     MC 30      DT 3.2    0.134    10.00     3,106.95   15,900.35    801.28      19.8
                     MC 32      DT 3.3    1.445    10.00     5,459.70   37,700.77   8,668.32      4.3
                     MC 33      DT 3.4    7.244     7.00     4,164.62   26,122.40   43,464.09     0.6
                     MC 34      DT 3.5    0.531     9.00     2,815.73   45,900.15   3,184.56     14.4
                     MC 36      DT 3.6    0.107     7.00     1,738.62   13,498.39    641.21      21.1
                     MC 36      DT 3.7    0.106     7.00     809.07     12,690.17    638.46      19.9
                     MC 36      DT 3,8    0.250     4.00     509.13      4,916.01   1,501.13      3.3
                     MC 36      DT 3.9    2.736     5.00     2,456.92   34,611.72   16,415.09     2.1
                     MC 36     DT 3.10    0.228     7.00     2,091.51   24,010.30   1,366.68     17.6
                     MC 36     DT 3.11    5.298     5.00     1,984.88   16,529.25   31,788.98     0.5
                     MC 36     DT 3.12    0.512     6.00     1,569.46   22,798.78   3,072.70      7.4
                     MC 37     DT 3.13    0.062     9.00     2,150.53    8,352.88    369.19      22.6
                     MC 38     DT 3.14    0.065     8.00     2,656.66    8,729.99    390.99      22.3
                     MC 39     DT 3.15    0.029     7.00     712.82      2,987.34    171.98      17.4
                     MC 40     DT 3.16    0.100     7.00     1,290.80   12,960.09    600.15      21.6
                     MC 41     DT 3.17    0.065     8.00     744.86      7,672.18    392.27      19.6
                     MC 41     DT 3.18    2.204     8.00     2,945.00   34,020.68   13,223.87     2.6
                     MC 41     DT 3.19    2.603     9.00     4,357.17   117,692.51   15,617.86    7.5
                     MC 42     DT 3.20    3.741    10.00     3,940.94   73,193.08   22,446.95     3.3
                     MC 43     DT 3.21    0,380     9.00     6,589.91   41,476.58   2,281.37     18.2
                     MC 44     DT 3.22    0.942    10.00     4,159.80   53,779.20   5,650.70      9.5
                     MC 47     DT 3.23    0.932     8.00     3,423.72   12,228.35   5,589.63      2.2
                     MC 47     DT 3.24    0.110     7.00     1,843.55   10,665.55    661.63      16.1

                                                      CUADRO IV.13
                                 PARÁMETROS GEOMETRICOS DE LOS DIQUES DE TIERRA
                                                           AI-4

                                                                                    Volumen
                                          Área              Volumen
                  Microcuenca   Dique    Aporte    Altura   Obra del    Volumen  3  Sedimento   Vida Útil
                                                                   3
                                             2
                                         (Km )   Dique (m)   dique (m )   Embalse (m )   Anual   (años)
                                                                                      3
                                                                                    (m /año)
                     MC 55     DTS 4.1    0.98      6.00     5,409.04   24,401.02   5,866.74      4.2
                     MC 56     DTS 4.2    0.818     3.00     1,502.46   27,291.48   4,910.90      5.6
                     MC 56      DT 4.3    0.299    10.00     2,536.07   33,997.58   1,793.75     19.0
                     MC 56     DTS 4.4    0.506     3.00     2,530.13   16,977.42   3,035.29      5.6
                     MC 57     DTS 4.5    0.639     3.00     1,329.30   15,810.09   3,834.77      4.1
                     MC 61      DT 4.6    1.799    10.00     2,358.66   53,704.23   10,794.71     5.0
                     MC 61      DT 4.7    3.388    10.00     8,592.14   232,656.91   20,330.25   11.4
                     MC 63      DT 4.8    0.096     3.00     400.28      1,160.72    575.73       2.0

                  MTCB Consultores Asociados S.R.L.                                                  72
   68   69   70   71   72   73   74   75   76   77   78