Page 131 - Balance Hídrico Superficial - Rios Bermejo y Grande de Tarija
P. 131

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                                             P'9               161t86.8  1755C).7  18614.4  '9709.S  207~.1  218100.5
                                             1:
                                             P'9                 1063.9  106'.7  1095.4  10,0.'  1100.4  1456.0  -292.59  0.2010  1592.1  3.15417  0.Q9}65  0.00877  -0.510  1.520  -0.578  1.s:~0



                                             P'9  1574.1  3216.4  4928.~  6732.5  8'99.6  9810.8  115'+9.7  1'1~1.8  1~788.5  161t86.8  1799'+.1  19501.21  210".1  22512.9  24072.0  f
                                             z:                           -9.27
                                             P'9  1574.1  16102.'  1712.0  1804.1  1~7.1  1611.2·  17}8.9"  1592.1·  16't6.7·  1698.,.  1507.}·  1501.0·  1552.0"  '''59.8·  1559.1·  1604.8  102.18  0.06'7  1592.,  3.20461  0.02146  0.00075  0.}~6  2.18~  0.229  2.110


                                                     ..
                                             P18     ,  5736.4  ~.9  7821.6  8726.6  9658.7  10701.1  11"1.3  120}6.9  12855.9  1J480.,  142S,.4
                                             z:
                         ACUMULADAS  Zona  1 GI'\lPO  1  Bermejo  1  Z:P18  P18  ~145.2  2586.0  3696.7  4801+.1  57}6.~  1'12.5  6589.5  778.8  7095.6  899.0  7679.9  932.1  85'1.5  101+2.4  948}.9  6'10.3  10068.9  10?01t.4  695.'  819.0  11452.7  624.4  12023.2  12757.0  80'.1  f  .11.96  952.2  2~.2  0.2522  932.1  2.96599  0.10895  0.01187  O.'+?b  2.}8,  0.050  2.093  regrea1&n  dG
                              Este









                         DOBLE   P  P  PPA   P18  , 1~5.2  1~40.8  1110.7  1107.4  932.3  85'.1  506.1  584.,  851.6  952.4  585.0·  6'5.'·  748.,·  570.5·  7}}.S·  850.'  266.6  0.31"  851.6  2.91021  0.13394  0.0179'+  O.bl!~  2.588  9  0.1'~  1.981  curva mediante


                                             l:P11  P11        12~19.7  747.2  1'166.9  13951.9  785.0  11t887.6  '.935.7  15591.4  703.8  16~.S  815."  109,.8  255.}'1  1096.8  3.02717  0.10640  0.01132  obteD1doa
                         PiECIPIT4CIONES     I:P11  P11  -.-:  1'56.5  ..1'5605"  1~99.8·  2856.3  4192.5  1336.2"  5571.0  1:57805"  1096.8·  6667.8  1226.5·  7894.'  .911S4.9  1290.6·  10200.0  1015.1·  11365.7  1165.r  12419.7  105'+.0  1}}97.7  978.0  1442'.2  1027.'  156'+9.9  1224.7  16571.1·  921.2"  176}8.4  1067.}"  1175.9  1  •  -6.98  '70.57  0.2~35  0.'~'1  1165.7  '.06614  0.06267  0.00393  L-o.l05  .  --0.2l?O  1.7~8  1.980  -o.,~  0.096  1.810
















                             Cuadrol  2-17  Chiquiaça  1'-  P11  Itau  1  p18  Tariqu!a  1  p'9  PPA  .r  1190.5-.  2784.9  4031.7  5229.6  623C).5  7569.1  87}?5  9~,e.2  106'+2.0  11916.,  12557.8  1'207.'  14135.'  14 7".3.  15735.2

                                             'l'PA  ---.1190.5  '5CJ4.~  12~.8  1197.9  1000.9  "~.6  1'68.4  780.7  112}.8  1214.5·  6lt1.~  6'+9.5  928.0  618.0  981.9  1C~9.0  -  285.2  0.2718  112,.8  '.OO~  0.12672  0.01606  ,.(l.ue11  2.24,  -o.lt86  ~.'13



                                             .ale'  11198a  198;  1  1980  1979  ~978.  ~9?7  1976  ;975  ;974  197'  1972  1971  1970  1969  1968  aedia  '-  ~. etandard  Cv variadon  M  f  .'  .(1  .2(y)  Ca lUIiaetna..  Cc çurtoaia C.Cr)  Cç(r)


                                                                          Preçipitaçiôn  DesYi.çion  de  Coe:.  Mecl1aDA  P  101  HeIUa  standard.  Deav.  tari.nu.  cle  Coer.  de  coer.  uim.  de  Caer.  çurt.  de  Caer.









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