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    GENERACION DE DESCARGAS EN CUENCA TOTAL MOLLEBAMBA

    METODO PROPUESTO POR LA MISION TECNICA ALEMANA - 1980

    Cuadro N 6.1: Precipitacin Efectivasegn el Bureao of Reclamation

    P P. Efectiva: PE (mm)mm Curva I Curva II Curva III

    0.0 0.0 0.0 0.010.0 0.0 1.0 2.020.0 0.0 2.0 4.030.0 0.0 3.0 6.040.0 0.5 4.0 8.050.0 1.0 6.0 11.060.0 1.5 8.0 14.070.0 3.0 10.0 18.080.0 4.0 14.0 24.090.0 5.5 18.0 30.0

    100.0 8.0 23.0 39.0110.0 11.0 29.0 48.0120.0 15.0 36.0 58.0130.0 19.0 43.0 68.0140.0 24.0 52.0 78.0150.0 30.0 60.0 88.0160.0 37.0 69.0 98.0170.0 45.0 79.0 108.0180.0 55.0 89.0 118.0

    0.15 0.3 0.5

    Cuadro N 6.2: Clculo del Coeficiente de Escorrenta

    Mtodo de la Misin Alemana Mtodo de L - Turc

    Precipitacin Media Anual: P 959.7 mm Temperatura Media Anual: T 8.7 CEvaporacin Total Anual: ETP 1222 mm Coeficiente de Temperatura: L 550.4

    Dficit de Escurrimiento: D 483.5 mm/aoCoeficiente de Escorrenta: C 0.26 Coeficiente de Escorrenta: C 0.50

    Cuadro N 6.4: Coeficientes deCuadro N 6.3: Caractersticas Generales de la Microcuenca Clculo - Precipitacin Efectiva

    Area de la cuenca: A 351 Km2 Coef. Curva I Curva II Curva III

    Altitud Media de la Microcuenca: H 3600 msnm a0 -0.047000 -0.106500 -0.417700Pendiente Media de la Microcuenca 0.95 m/m a1 0.009400 0.147700 0.379500

    Precipitacin Media Anual: P 959.7 mm a2 -0.000500 -0.002900 -0.010100

    Evaporacin Total Anual: ETP 1222 mm a3 0.000020 0.000050 0.000200

    Temperatura Media Anual: T 8.7 C a4 -5.00E-08 -2.00E-07 -9.00E-07

    Dficit de Escurrimiento: D 483.5 mm/ao a5 2.00E-10 2.00E-10 1.00E-09

    Coeficiente de Escorrenta: C 0.50

    Coeficiente de Agotamiento: a 0.0152 El rango de aplicacin de los

    Relacin de Caudales (30 das): bo 0.633 coeficientes de la ecuacinArea de lagunas y acuferos 2 Km2 Polinmica de la PE estGasto Mensual de Retencin: R 100.0 mm/ao comprendida para 0 < P < 250 mm

    y = 1E-09x5 - 9E-07x4 + 0.0002x3 - 0.010.3795x - 0.4177

    -20.0

    0.0

    20.0

    40.0

    60.0

    80.0

    100.0

    120.0

    140.0

    0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0

    P

    recipitacinEfectiva(mm)

    Precipitacin Mensual (mm)

    Figura 6.1: Porcin de Precipitacin Efectiva Segn Bureao OfReclamation

    Curva I Curva II

    Curva III Poly. (Curva III)

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    CUADRO N 6.5: GENERACION DE CAUDALES MEDIOS MENSUALES PARA EL A O PROMEDIO

    PRECIPITACION MENSUAL CONTRIBUCION DE LA RETENCION CAUDALES

    N P GENERADOS

    MES das del Total PE II PE III PE bi Gi ai Ai

    mes mm/mes mm/mes mm/mes mm/mes mm/mes mm/mes mm/mes m3/s

    1 2 3 4 5 6 7 8 9 10 11 12

    Enero 150.5091 190.7 55.3 153.6 116.0 0.400 40.0 76.0 2.05

    Febrero 163.7773 184.0 53.3 152.7 114.7 0.200 20.0 94.7 2.35

    Marzo 165.0909 182.3 52.7 152.1 114.1 0.000 0.0 114.1 2.81Abril 65.03636 46.4 4.6 11.5 8.8 0.633 38.2 47.1 2.94Mayo 18.04545 12.9 1.4 3.2 2.5 0.401 24.2 26.7 6.02Junio 13.71818 4.6 0.5 1.1 0.9 0.254 15.3 16.2 4.81Julio 17.54091 3.8 0.4 0.9 0.7 0.161 9.7 10.4 2.41

    Agosto 28.41364 13.5 1.5 3.3 2.6 0.102 6.1 8.8 1.25Setiem. 52.35455 22.4 2.3 5.0 4.0 0.064 3.9 7.9 0.61Octubre 77.5 41.3 4.0 9.6 7.5 0.041 2.5 9.9 0.52Noviem. 79.49545 50.6 5.2 13.3 10.2 0.050 5.0 5.2 0.26Diciem. 128.1727 98.4 17.1 54.5 40.2 0.350 35.0 5.2 0.16

    A O 850.9 198.3 560.9 422.2 1.656 100.0 1.000 100.0 422.2 2.18

    Coeficientes 0.50 0.382 0.618 1.000Fuente: Elaboracin propia

    CUADRO N 6.6: CALCULO DE LOS COEFICIENTES DE CORRELACION PARA EL A O PROMEDIO

    Qt Qt-1 PE76.0 5.2 116.094.7 76.0 114.7 Resultado de la regresin

    114.1 94.7 114.147.1 114.1 8.8 Resumen26.7 47.1 2.5 Resumen16.2 26.7 0.9

    10.4 16.2 0.7 Estadsticas de la regresin8.8 10.4 2.6 Coeficie 0.98167.9 8.8 4.0 Coeficie 0.96359.9 7.9 7.5 R^2 ajus 0.95545.2 9.9 10.2 Error tpi 7.48625.2 5.2 40.2 Observa 12

    Fuente: Elaboracin propia

    AN LISIS DE VARIANZA

    Grados de lib de cuad de los c F r crtico de F Regresi 2 13303 6651.4 118.68 3E-07Residuo 9 504.39 56.043Total 11 13807

    Coeficie

    ntes

    Error

    tpico

    Estadst

    ico t

    Probabil

    idad

    Inferior

    95%

    Superio

    r 95%

    Intercepc 0.4764 3.0996 0.1537 0.8812 -6.5355 7.4883Variable 0.3569 0.0689 5.1793 0.0006 0.201 0.5128Variable 0.6281 0.0549 11.439 1E-06 0.5039 0.7523

    Efectiva Gasto Abastecimiento

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    Cuencas con agotamiento rpido.Retencin entre 50 y 80 mm/ao y vegetacin poco desarrollada (puna):

    1x2 +

    160.0 180.0

    49.0

    1

    2

    1

    2

    2

    L

    PPD aTTL 4)(05.025300 3

    )3(P

    DPC

    )2.12(030.000252.0 LnARa

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    Ajuste de Precipitacin efectiva hasta obtener la escorentia historica anual (mm)

    N = 83Ejemplo del mtodo de Chow

    mes PP (mm) e (mm)

    Enero 190.7 139.9 571

    Febrero 184.0 133.6 358Marzo 182.3 131.9 317Abril 46.4 14.7 34.3Mayo 12.9 0.1 5.89Junio 4.6 0.7 0.04Julio 3.8 1 0.09

    Agosto 13.5 0.2 5.86Setiem. 22.4 2.3 2.83Octubre 41.3 11.5 16.2Noviem. 50.6 17.5 53.6Diciem. 98.4 55.3 228

    508.7 1593

    Inferior

    95.0%

    Superior

    95.0%

    -6.53547378 7.488278870.20104162 0.512840560.50387607 0.7522916

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    PRECIPITACION EFECTIVA GENERADA EN CUENCA INTEGRALPERIODO:

    ARTAMENTO:OVINCIA :

    ISTRITO :

    Ao Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic. Tot

    1990 123.9 18.2 99.8 8.2 5.2 51.1 0.1 3.1 21.5 101.1 72.8 144.5 6491991 54.8 55.6 73.6 90.3 10.8 0.6 2.6 2.6 12.8 94.4 29 96.4 5231992 0 43.3 110.8 10.8 0.1 15.9 7 2.5 5.5 87.6 0.3 50.5 3341993 105.3 121.1 160.9 39.9 47 38.5 11.1 63.1 130.6 232.9 293.9 287.4 15311994 243.9 203.8 211.9 74.4 5 0.1 0 1.3 49.9 40.4 29.7 94.4 9541995 238.3 150.4 260.1 57.4 2.9 1.2 0.1 2.6 59 29.8 61.8 18.9 8821996 121.4 195.6 59 7.6 0.1 0.3 1 28.4 22 13 10.5 121.8 5801997 54.9 95 55 25 2.3 0.2 2.6 34.2 37 49.8 97.2 120.7 5731998 167.6 114.9 110.9 40.5 1.4 0.1 2.6 7.5 5.5 54.6 25.3 117.3 6481999 160.7 240.9 96.5 94.3 18.6 0.3 0.6 0 42.7 37.5 25.2 91.4 8082000 161.3 155.7 110.1 33.4 2.6 0 14.7 8.3 7.4 81.6 27.9 69.6 6722001 165.1 119.3 274.3 21.2 15.4 2.6 16.1 15.4 53.4 39 119.1 66.2 9072002 104.3 259.7 359 60.6 2.8 0.2 74.5 73.6 108.3 96 206.6 128.8 14742003 202.5 544.5 381.8 106.4 0 2.6 0 56 14.8 22.1 6.7 202.6 15402004 19.7 165 164.8 10.6 0.5 14.8 28.2 19.2 33.8 17.9 24.3 225 7232005 115.2 110.9 165.9 55.2 0.4 0.6 1.3 1.2 30.2 38.3 20 73.8 6132006 138.8 98.7 132.5 125.4 2.6 5.9 2.6 13.6 6.2 60.6 55.8 69.6 7122007 79.7 46.3 239.1 22.6 4.3 2.6 0.5 0.7 24.8 54.9 34.1 59.8 5692008 160 167 86.7 0 0.6 0 0.3 2.9 5.9 53.5 10.2 81 5682009 301 412.1 155.6 65.8 4.6 1.3 9.1 0 45.1 49.1 152 213.1 14082010 326.2 108.7 161.9 35 0 0.6 2.6 0.2 1.2 54.5 45.7 168.9 9052011 264.1 234.2 205.8 58.8 0.5 1.9 0.2 0 26.5 19.1 89.3 159.1 1059MAX. 326.2 544.5 381.8 125.4 47.0 51.1 74.5 73.6 130.6 232.9 293.9 287.4 1540MED. 150.4 166.4 167.1 47.4 5.8 6.4 8.1 15.3 33.8 60.4 65.3 120.9 847MIN. 0.0 18.2 55.0 0.0 0.0 0.0 0.0 0.0 1.2 13.0 0.3 18.9 334

    D.EST 86.3 121.8 90.4 34.8 10.5 13.3 16.4 22.2 32.8 46.5 72.5 66.0 351laboracin propia

    DIAS MENSUALES GENERADAS (mm) - CUENCA INTEGRALPERIODO:

    ARTAMENTO: LATITUD :OVINCIA : LONGITUD :

    ISTRITO : ALTITUD MEDIA :

    ficientes de Regresin Mltiple: b1 0.4764 b2 0.35694 b3 0.62808S 7.4862 R^2 0.98156

    Modelo Matemtico: Qt = b1 + b2*Qt-1 + b3*PEt + Z*S*(1 - R^2)^0.5

    Ao Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic. TotProm. 76.0 94.7 114.1 47.1 26.7 16.2 10.4 8.8 7.9 9.9 5.2 5.2 422

    1990 105.2 45.3 103.3 23.1 12.2 38.6 3.3 5.5 15.5 67.2 48.5 96.1 5631991 62.4 68.2 86.5 75.0 17.7 6.7 5.3 7.6 12.8 62.1 19.8 63.3 4871992 27.0 62.1 112.1 24.1 8.7 15.2 8.7 5.1 6.0 60.2 4.6 33.8 3671993 93.4 111.4 143.0 41.6 40.7 31.3 11.4 43.9 84.6 150.7 187.3 179.8 1119

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    1994 180.3 163.0 174.8 63.6 12.5 6.1 5.5 3.0 32.9 29.3 21.3 60.7 753.01995 177.6 127.7 204.2 53.6 10.2 5.9 4.3 5.8 41.0 24.3 39.3 15.6 709.41996 102.0 157.7 76.9 21.2 10.6 5.9 4.8 21.7 16.8 9.6 7.2 80.3 514.81997 61.3 93.2 76.4 32.2 10.1 4.8 8.1 24.5 27.0 34.8 62.1 80.5 515.11998 132.4 107.7 109.7 41.7 9.4 5.4 8.6 8.7 5.9 38.9 15.7 75.5 559.61999 126.6 186.0 100.3 75.3 21.8 5.9 4.1 3.5 31.2 28.0 17.8 59.5 660.12000 130.1 131.6 110.0 38.2 11.8 4.9 14.7 9.0 8.5 56.4 19.1 46.7 581.12001 130.6 110.7 215.3 30.7 20.2 6.8 14.6 13.5 38.1 28.6 75.6 43.6 728.42002 91.2 197.6 266.7 55.0 11.7 7.3 52.1 49.8 70.0 64.2 133.0 81.4 1080.02003 155.1 377.3 281.1 83.0 10.9 6.1 4.1 40.2 13.0 18.4 6.9 129.5 1125.72004 39.5 138.4 144.7 23.9 10.2 15.5 21.4 16.3 24.5 15.9 16.9 144.8 611.92005 99.2 102.1 146.2 51.6 9.6 5.4 3.5 4.1 22.6 29.8 12.8 47.5 534.42006 115.4 97.4 124.2 96.1 12.0 11.6 5.5 11.2 9.2 42.2 37.4 47.4 609.62007 78.0 62.3 191.5 33.7 12.8 7.5 2.6 4.1 19.6 37.6 24.0 38.9 512.62008 129.8 139.9 93.7 20.0 11.5 5.8 4.6 6.4 7.8 37.1 8.7 53.1 518.62009 217.2 293.8 141.0 59.6 11.7 5.8 10.5 5.3 33.1 34.9 97.7 135.1 1045.62010 231.5 100.1 141.2 39.5 10.6 6.4 5.9 4.4 3.5 37.6 31.1 108.5 720.22011 191.8 180.8 169.3 53.3 10.8 9.0 3.9 2.5 19.6 15.3 59.0 104.2 819.5MAX. 231.5 377.3 281.1 96.1 40.7 38.6 52.1 49.8 84.6 150.7 187.3 179.8 1125.7MED. 121.7 138.8 146.0 47.1 13.5 9.9 9.4 13.5 24.7 42.0 43.0 78.4 688.1

    MIN. 27.0 45.3 76.4 20.0 8.7 4.8 2.6 2.5 3.5 9.6 4.6 15.6 367.5D.EST 54.3 76.9 57.1 21.6 6.9 8.7 10.6 14.0 20.4 29.3 45.8 41.2 221.0

    laboracin propia

    CUADRO N 6.10: DESCARGAS MEDIAS MENSUALES GENERADAS (m3/s) - CUENCA INTEGRALPERIODO: 1969 - 1999

    ARTAMENTO: LATITUD :OVINCIA : LONGITUD :

    ISTRITO : ALTITUD MEDIA :

    Area 351 Km2

    Ao Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic. Prom.

    30 28 31 30 31 30 31 31 30 31 30 31 (m3/s)

    1990 14.25 6.57 13.54 3.13 1.60 5.22 0.44 0.72 2.09 8.80 6.57 12.60 6.2941991 8.45 9.89 11.33 10.16 2.32 0.91 0.69 1.00 1.74 8.14 2.69 8.30 5.4681992 3.65 9.01 14.70 3.27 1.14 2.06 1.13 0.66 0.82 7.88 0.63 4.43 4.1141993 12.65 16.16 18.74 5.64 5.34 4.24 1.50 5.76 11.46 19.74 25.37 23.57 12.5141994 24.42 23.65 22.90 8.62 1.63 0.83 0.72 0.40 4.46 3.84 2.88 7.95 8.5251995 24.05 18.53 26.76 7.26 1.34 0.79 0.56 0.75 5.55 3.18 5.33 2.04 8.0121996 13.82 22.87 10.08 2.88 1.40 0.80 0.63 2.85 2.28 1.26 0.97 10.52 5.8631997 8.30 13.53 10.01 4.36 1.33 0.65 1.06 3.21 3.65 4.56 8.42 10.55 5.8031998 17.93 15.63 14.37 5.64 1.24 0.74 1.12 1.13 0.80 5.10 2.13 9.89 6.3101999 17.15 26.98 13.14 10.20 2.86 0.80 0.54 0.46 4.23 3.67 2.41 7.80 7.5202000 17.62 19.09 14.41 5.17 1.54 0.67 1.92 1.18 1.15 7.39 2.59 6.13 6.5732001 17.68 16.06 28.22 4.16 2.65 0.92 1.91 1.76 5.16 3.75 10.24 5.72 8.1862002 12.35 28.68 34.95 7.44 1.53 0.99 6.83 6.53 9.48 8.42 18.01 10.66 12.1552003 21.00 54.74 36.84 11.24 1.42 0.83 0.54 5.27 1.76 2.41 0.94 16.97 12.8312004 5.35 20.08 18.96 3.23 1.33 2.09 2.80 2.14 3.31 2.08 2.29 18.98 6.8882005 13.44 14.81 19.16 6.99 1.26 0.73 0.46 0.53 3.05 3.90 1.74 6.23 6.0252006 15.63 14.13 16.27 13.02 1.57 1.57 0.72 1.47 1.25 5.53 5.06 6.21 6.8692007 10.56 9.05 25.09 4.57 1.67 1.02 0.34 0.54 2.66 4.92 3.25 5.10 5.7302008 17.58 20.30 12.29 2.70 1.51 0.79 0.61 0.84 1.06 4.86 1.18 6.96 5.8902009 29.42 42.63 18.48 8.07 1.53 0.79 1.37 0.70 4.48 4.57 13.23 17.70 11.9132010 31.34 14.52 18.50 5.35 1.39 0.86 0.77 0.58 0.47 4.93 4.22 14.22 8.0962011 25.97 26.24 22.19 7.22 1.41 1.22 0.51 0.33 2.65 2.01 7.99 13.66 9.282MAX. 31.34 54.74 36.84 13.02 5.34 5.22 6.83 6.53 11.46 19.74 25.37 23.57 12.83

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    MED. 16.482 20.143 19.133 6.379 1.773 1.342 1.236 1.765 3.344 5.498 5.824 10.281 7MIN. 3.650 6.568 10.014 2.705 1.136 0.654 0.337 0.329 0.468 1.255 0.629 2.040 4

    D.EST 7.349 11.152 7.488 2.921 0.910 1.178 1.390 1.840 2.756 3.842 6.196 5.396 2laboracin propia

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    PRECIPITACION MEDIA AREAL EN CUENCA INTEGRAL huancavelica

    DEPARTAMENTO:PROVINCIA :DISTRITO :

    n= 83Ao Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic. Tot.

    1990 173.8 51.59 147.9 35.49 29.69 93.55 12.54 24.67 56.34 149.4 118.4 195.5 1088.91991 97.77 98.7 119.2 137.6 40.11 5.278 0 0 43.41 142.1 66.37 144.2 894.81992 9.237 84.18 159.8 40.11 8.049 48.16 33.25 23.09 30.35 134.7 14.25 92.76 678.01993 153.9 170.7 212.7 80.09 88.67 78.38 40.64 107.4 180.9 287.1 349.4 342.8 2092.71994 298.3 257.2 265.5 120.1 29.16 12.14 11.35 19.26 92.1 80.75 67.29 142.1 1395.21995 292.7 201.8 315 100.8 24.15 3.167 12.93 0 102.7 67.43 105.8 52.65 1279.01996 171.1 248.7 102.7 34.44 12.14 6.861 18.21 65.58 57 43.68 39.59 171.5 971.51997 97.91 142.8 98.04 61.09 22.7 13.33 0 72.97 76.53 91.97 145.1 170.3 992.81998 219.7 164.1 159.9 80.89 2.507 12.67 0 34.31 30.35 97.64 61.49 166.8 1030.41999 212.4 295.3 144.4 142 52.12 6.598 16.23 10.69 83.52 77.19 61.36 138.8 1240.62000 213.1 207.3 159 72.04 23.36 9.105 46.31 35.76 34.04 128.1 64.92 114.7 1107.72001

    217.1 168.9 329.5 55.81 47.37 0 48.56 47.37 96.19 79.04 168.6 110.8 1369.22002 152.8 314.6 415.5 104.5 24.01 7.653 120.2 119.2 157.2 143.8 260.1 178.9 1998.42003 255.9 602.7 438.6 155 11.74 0 9.764 99.23 46.58 57.13 32.72 256 1965.42004 53.7 216.9 216.8 39.85 5.542 46.58 65.32 53.04 72.57 51.2 60.17 278.9 1160.62005 164.5 159.9 217.8 98.3 15.44 5.014 2.771 3.035 67.95 78.11 54.23 119.4 986.62006 189.5 146.7 182.9 175.4 0 31.14 0 44.6 31.67 104.5 98.96 114.7 1120.02007 126 87.88 293.5 57.79 27.71 0 5.542 4.75 60.83 97.91 72.84 103.6 938.32008 211.8 219 133.7 9.764 5.146 9.237 14.78 24.15 31.14 96.32 39.06 127.5 921.52009 356.7 469.2 207.2 110.4 28.37 2.771 37.21 11.61 86.43 91.18 203.3 266.8 1871.22010 382.3 157.5 213.8 74.02 10.03 5.146 0 13.33 19 97.51 87.09 221 1280.72011 319.1 288.4 259.3 102.4 15.83 1.451 13.59 10.82 63.07 52.91 136.6 210.9 1474.3MAX. 382.3 602.7 438.6 175.4 88.7 93.6 120.2 119.2 180.9 287.1 349.4 342.8 2092.7MED. 198.6 216.1 217.8 85.8 23.8 18.1 23.1 37.5 69.1 102.3 104.9 169.1 1 266.3MIN. 9.2 51.6 98.0 9.8 0.0 0.0 0.0 0.0 19.0 43.7 14.3 52.6 678.0

    D.EST 94.1 126.5 94.0 43.2 20.1 25.9 28.6 35.5 40.5 51.5 80.7 70.4 392.8

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    Set. Oct. Nov. Dic. Ene. Feb. Mar. Abr. May. Jun. Jul. Ago.max

    14.250 2.09 8.80 6.57 12.60 8.45 9.89 11.33 10.16 2.32 0.91 0.69 1.00

    11.331 1.74 8.14 2.69 8.30 3.65 9.01 14.70 3.27 1.14 2.06 1.13 0.66

    14.695 0.82 7.88 0.63 4.43 12.65 16.16 18.74 5.64 5.34 4.24 1.50 5.76

    25.370 11.46 19.74 25.37 23.57 24.42 23.65 22.90 8.62 1.63 0.83 0.72 0.40

    24.419 4.46 3.84 2.88 7.95 24.05 18.53 26.76 7.26 1.34 0.79 0.56 0.75

    26.764 5.55 3.18 5.33 2.04 13.82 22.87 10.08 2.88 1.40 0.80 0.63 2.85

    22.875 2.28 1.26 0.97 10.52 8.30 13.53 10.01 4.36 1.33 0.65 1.06 3.2113.527 3.65 4.56 8.42 10.55 17.93 15.63 14.37 5.64 1.24 0.74 1.12 1.13

    17.925 0.80 5.10 2.13 9.89 17.15 26.98 13.14 10.20 2.86 0.80 0.54 0.46

    26.980 4.23 3.67 2.41 7.80 17.62 19.09 14.41 5.17 1.54 0.67 1.92 1.18

    19.092 1.15 7.39 2.59 6.13 17.68 16.06 28.22 4.16 2.65 0.92 1.91 1.76

    28.216 5.16 3.75 10.24 5.72 12.35 28.68 34.95 7.44 1.53 0.99 6.83 6.53

    34.949 9.48 8.42 18.01 10.66 21.00 54.74 36.84 11.24 1.42 0.83 0.54 5.27

    54.735 1.76 2.41 0.94 16.97 5.35 20.08 18.96 3.23 1.33 2.09 2.80 2.14

    20.082 3.31 2.08 2.29 18.98 13.44 14.81 19.16 6.99 1.26 0.73 0.46 0.53

    19.156 3.05 3.90 1.74 6.23 15.63 14.13 16.27 13.02 1.57 1.57 0.72 1.47

    16.273 1.25 5.53 5.06 6.21 10.56 9.05 25.09 4.57 1.67 1.02 0.34 0.54

    25.092 2.66 4.92 3.25 5.10 17.58 20.30 12.29 2.70 1.51 0.79 0.61 0.84

    20.304 1.06 4.86 1.18 6.96 29.42 42.63 18.48 8.07 1.53 0.79 1.37 0.70

    42.630 4.48 4.57 13.23 17.70 31.34 14.52 18.50 5.35 1.39 0.86 0.77 0.5831.344 0.47 4.93 4.22 14.22 25.97 26.24 22.19 7.22 1.41 1.22 0.51 0.33

    26.239 2.65 2.01 7.99 13.66 31.34 54.74 36.84 13.02 5.34 5.22 6.83 6.53

  • 7/27/2019 LUTZ Captacion

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