Page 162 - Balance Hídrico Superficial - Rios Bermejo y Grande de Tarija
P. 162

1
                            ~          (2-X\,')  (2->:VIIl)

                                 5                   llIlI  mm                IMI  mm  IMI  lIIl1
                             snm.  ALE  ·c                                             5.7  5.7
                            ".,'  m  17.55  80.992  1.796  -a14.4  .532.2     • 526.5  287.9
                          20.4'  ".  2080  TOT  •  T  1 -  -  a  ETP  P       ElR  -  d  •  s  -  q

                          21·
                    j     Sur:  t:~w,  OlcD.  20.4  8.1<07  1.16  84.1  97.6  107.0  .9.4  9.4  .9.4  97.6  0
                    i'J82               .  .         .   •   .                •
                    •     Lëll.ltlld  '"",'U'"  Altil.uu:  Novb.  •  19.5  7.852  1.10  n.s.  85.3  51.6  -33.7  -327.9  0.0.  0.0.  51.6  33.7  0
                    llJ6B
                                Oclb.   7:310                    -294.2
                    (               18.6   1.Ô9  ,·;.2  n.6  29.6  -48.0  0.0  -0.1  29.7  47.9  0
                                                     '
                             ·c                           8.Z        0.1  -0.2  8.4  50.9
                    fi          Sept..  16.8  6.266  1.00  59.3  59.3  -51.1  -246.2     0
                    E                 -                                                     287.9  5.7
                    H        anual: 1].6                             0.3      2.1
                    1           Agos.  14.7  5.119  0.99  46.7  46.2  1.5  -44.7  -195.1  -0.6  44.1  0  -
                    M A                                                                     614.4  532.2'
                             llI/,loia          40.6  38.2  2.4      0.9  -u  3.8  34.4  0.1
                    -           Juliu  13.&  4.550  0.94     -35.8  -1SO.4                  •  d  s.
                    IlE      t'llTlI!J.  13.8  4.652  0.90  41.7  37.5  2.4  -35.1  2.3  -3.2  5.ô  31.9  0.2  -  -

                    fi      Torlja.  Junia                       -1H.6                      ErP  P
                    hl      da mn                                                             -
                    H           Mava  15.3  5.439  0.95  50.1  47.b  2.8  -44.8  -79.5  5.5  -11.3  14.1  33.5  0.4  ETR·  HR
                    i        5.,z.2
                    ;/    . Chamata
                    R       ,>l'anda        0.97  63.2  61.3  26.7   16.8     49.8  11.S  0.7  Prueoa:
                    [l       'lOual:  I\bril  17.4  6.608    -34.6  -34.7  -23.1
                    1-1   1'10  "l~
                    T       Cuenca:  modia  Marza  19.7  7.974  1.œ  79.0  83.0  82.9  -0.1  -U.1  39.9  -0.1  83.0  1.4

                     HIDRICU  Suocucnca:  fJl'llcip.  Fabr.  Enl!l'C  20.5  20.5  8.345  8.470  1.00  1.15  83.3  84.8  83.3  97.~  108.8  lOB.3  025.5  010.8  40.0  20.2  .010.8  '19.8  83.3  97.5  5.7  2.9  0






                     SAlANe,"  CànasrnorlJ  TarÎja  S  :.  IIlP.nsllal  : IlllmslJ<l1  ~7.-X[V)  ullldad  K:  2-'>2) iCuaérn  Patencial  (2-X"D  Patencial  (2-XIXI  mensual  Pm  (5)  -  (6;  -  l\.H<O  para  (2-Xxi)  Almacenaie  E. TR  Rl!al  m tZ-XXIV)  (11)  -  i~-XXV)  refiaran  se






                          05  Menuez  CI  1  A  media  calaI'  llumlnaci6n  h  12  E;v<lpatran5piraci6n  ETP' m  Evapatranspiracl6n  (3)·(4)  media  AH  •  acumulada  :  ~Hi_l  Aim  àE'  Alm i _ l  -  Evapatrall!iPirac-i6n  {)  agua  de  (5)  '  ETR m  agua  àe  romanos  utilizaCélS
                 2-45     EstaclOn:  Pl'O\rincl":  Deparr.amento:  o  TemPf!r'llura  ue  Indice  lie  mensual  carrasil'  -  ETPm  Precip.  ETPm  -  (8). "<egativa  0  Almacenaje  Variaci6n  Alrn i  (2-XXII)  Déficit  -  El<cedente  Escurrimiento  numerus  fOrmulas

                 t:U.Jf!l'll:  •    (1)  (l)  Caef.  (3)  (4)  510  (5)  (6)  Pm  (7)  l\.H 1  (9)  (10)  (1\)  (12)  ETP m  (13)  (14)  Los  las  a
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