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ANEXO V: ANÁLISIS DE INFORMACIÓN, PROCEDIMIENTO Y DETERMINACIÓN DE CAUDALES MEDIOS

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Análisis de información, procedimiento y determinación de caudales medios.

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Page 1: Análisis de información, procedimiento y determinación de caudales medios

ANEXO V: ANÁLISIS DE INFORMACIÓN,

PROCEDIMIENTO Y DETERMINACIÓN DE

CAUDALES MEDIOS

Page 2: Análisis de información, procedimiento y determinación de caudales medios

LECTURA CAUDALNº FECHA DE MIRA AFORADO

(m) (m3/s)

61 22/01/1999 1.450 182.19362 27/01/1999 1.400 165.62463 03/02/1999 1.445 154.39464 10/02/1999 1.645 220.68465 12/02/1999 1.875 265.49566 13/02/1999 1.750 247.07767 17/02/1999 2.075 323.90968 18/02/1999 2.245 434.41269 24/02/1999 1.590 209.47270 25/02/1999 2.300 387.87471 04/03/1999 1.680 231.13872 05/03/1999 1.575 207.48473 11/03/1999 1.725 238.31774 12/03/1999 2.055 290.28875 17/03/1999 2.335 415.37676 18/03/1999 1.680 237.96877 20/03/1999 1.550 205.02278 24/03/1999 1.710 263.88179 25/03/1999 1.620 232.83380 02/04/1999 1.510 202.23181 03/04/1999 1.520 209.53682 07/04/1999 1.535 215.59183 08/04/1999 1.430 188.51984 21/04/1999 1.245 155.90185 22/04/1999 1.200 141.84286 21/05/1999 0.930 89.00587 22/05/1999 0.970 92.35088 18/06/1999 0.640 45.32089 19/06/1999 0.610 44.79790 25/07/1999 0.560 33.54091 26/07/1999 0.540 33.06492 25/08/1999 0.460 27.63893 24/09/1999 0.670 49.86694 25/09/1999 0.660 49.44695 22/10/1999 0.600 35.71396 23/10/1999 0.700 45.29097 24/11/1999 0.770 80.63898 25/11/1999 0.680 48.57699 21/12/1999 0.920 93.874

100 19/01/2000 1.310 143.779101 20/01/2000 1.330 154.222102 20/02/2000 1.650 217.545103 21/02/2000 1.730 223.393104 28/03/2000 1.400 153.576105 29/03/2000 1.470 171.795106 21/04/2000 1.030 106.289107 22/04/2000 1.010 105.516108 24/05/2000 0.630 57.718109 25/05/2000 0.610 54.187110 22/06/2000 0.690 53.089111 23/06/2000 0.660 52.282112 21/07/2000 0.750 63.972113 22/07/2000 0.570 43.452114 23/08/2000 0.530 35.801115 24/08/2000 0.360 27.054

Fuente: HIDROSERV

RÍO TULUMAYO-ESTACIÓN LIBERTADAFOROS EFECTUADOS

CUADRO Nº 02

PERÍODO ENERO 1999-AGOSTO 2000

Page 3: Análisis de información, procedimiento y determinación de caudales medios

LECTURA CAUDALNº FECHA DE MIRA AFORADO

(m) (m3/s)

72 23/01/1999 2.035 232.49873 04/02/1999 1.630 160.48674 10/02/1999 2.150 247.62975 15/02/1999 2.325 308.05376 17/02/1999 2.760 427.72677 18/02/1999 2.670 453.53678 24/02/1999 2.085 253.95179 04/03/1999 2.090 259.64180 05/03/1999 1.995 234.41881 11/03/1999 2.415 388.88182 12/03/1999 2.385 346.25383 13/03/1999 3.020 572.42884 18/03/1999 2.180 281.39585 24/03/1999 2.290 313.82386 25/03/1999 2.150 284.48187 02/04/1999 1.970 241.42988 03/04/1999 2.050 260.97389 07/04/1999 2.030 253.43690 08/04/1999 1.945 228.44191 21/04/1999 1.620 186.62292 22/04/1999 1.565 163.89493 21/05/1999 1.220 98.48894 22/05/1999 1.155 95.27695 18/06/1999 0.700 52.14296 19/06/1999 0.680 52.27997 25/07/1999 0.590 42.38798 25/07/1999 0.590 41.21999 26/07/1999 0.540 36.638

100 25/08/1999 0.450 32.536101 27/08/1999 0.450 32.125102 24/09/1999 0.740 59.060103 25/09/1999 0.720 58.403104 22/10/1999 0.640 44.696105 23/10/1999 0.775 56.158106 24/11/2009 1.200 96.901107 25/11/1999 0.765 54.340108 21/12/1999 1.230 99.523109 22/12/1999 1.200 99.086110 19/01/2000 1.690 165.044111 20/01/2000 1.725 182.406112 20/02/2000 2.300 302.203113 21/02/2000 2.400 313.686114 28/03/2000 1.900 171.483115 21/04/2000 1.380 114.083116 22/04/2000 1.330 109.597117 24/05/2000 0.840 66.392118 25/05/2000 0.810 60.742119 22/06/2000 0.790 59.007120 23/06/2000 0.770 56.915121 21/07/2000 0.500 35.553122 22/07/2000 0.685 47.369123 23/08/2000 0.575 41.682124 24/08/2000 0.405 32.358

Fuente: HIDROSERV

RÍO TULUMAYO-ESTACIÓN LA FLORENCIAPERÍODO ENERO 1999-AGOSTO 2000

CUADRO Nº 03AFOROS EFECTUADOS

Page 4: Análisis de información, procedimiento y determinación de caudales medios

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

2000 56.994 41.982 64.6102001 158.546 189.504 221.500 111.756 57.581 37.571 33.446 28.048 34.778 49.269 62.267 82.409 88.3622002 72.911 145.095 153.720 107.733 59.430 37.097 78.978 37.133 49.844 79.027 118.156 129.280 88.6922003 126.247 157.143 176.237 121.522 66.043 38.767 28.946 33.763 34.367 41.796 45.856 101.075 80.5832004 89.206 155.340 122.873 73.905 53.854 35.238 42.415 36.451 47.059 89.149 93.799 113.618 78.9702005 94.830 135.578 157.861 75.408 39.739 27.894 25.832 22.011 32.221 63.174 53.594 89.189 67.7852006 134.750 127.420 132.770 132.400 48.550 37.210 25.740 27.490 29.390 55.380 95.430 109.950 79.3812007 133.112 136.941 179.671 117.028 59.227 34.735 28.861 24.928 28.943 51.541 62.948 80.834 77.9382008 140.759 142.402 118.322 85.865 49.409 33.288 24.566 23.977 26.120 58.452 59.620 73.828 69.7132009 133.838 159.945 155.550 138.983 66.094 38.096 40.334 31.936 29.778 41.248 70.331 146.172 87.3002010 193.586 159.784 168.214 136.597 61.079 36.471 28.108 23.538 34.918 46.597 61.904 110.126 88.053

PROM. 127.779 150.915 158.672 110.120 56.101 35.637 35.723 28.928 34.742 57.511 69.626 100.099 80.678MÁX. 193.586 189.504 221.500 138.983 66.094 38.767 78.978 37.133 49.844 89.149 118.156 146.172 88.692MÍN. 72.911 127.420 118.322 73.905 39.739 27.894 24.566 22.011 26.120 41.248 41.982 64.610 67.785

Promedio de los caudales registrados entre los días 15 y 31Registro obtenido de la operación de las compuertas de la presa derivadora ChimayFuente: EDEGEL

REGISTRO HISTÓRICO DE CAUDALES MEDIOS MENSUALES (m3/s)RÍO TULUMAYO- PRESA CHIMAY

CUADRO Nº 04

Page 5: Análisis de información, procedimiento y determinación de caudales medios

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

1993 148.605 213.7971994 211.686 328.373 219.953 161.190 86.912 49.183 38.446 25.835 32.107 70.808 88.575 94.479 115.9391995 187.731 146.813 254.336 145.510 69.958 42.000 32.897 28.883 30.541 63.056 95.564 101.012 99.7081996 168.002 232.652 231.257 181.541 92.027 53.518 39.085 38.004 56.068 78.172 66.424 96.921 110.3791997 160.797 202.588 184.034 107.780 70.282 40.896 32.686 48.282 64.532 75.899 149.476 176.828 108.9481998 246.574 317.303 271.018 142.196 65.117 52.071 35.332 31.186 32.832 84.298 83.053 175.474 127.0361999 210.780 354.198 300.056 201.792 114.249 53.558 43.649 34.944 51.207 77.811 65.971 104.783 133.0632000 164.065 299.984 290.561 162.525 81.439 69.686 50.068 48.758

PROM. 192.805 268.845 250.174 157.505 82.855 51.559 38.880 36.556 44.548 75.007 99.667 137.613 118.785D. STD. 31.786 76.090 41.265 30.080 16.967 9.552 6.257 9.071 14.592 7.286 35.431 49.513 12.325MÁX. 246.574 354.198 300.056 201.792 114.249 69.686 50.068 48.758 64.532 84.298 149.476 213.797 133.063MÍN 160.797 146.813 184.034 107.780 65.117 40.896 32.686 25.835 30.541 63.056 65.971 94.479 99.708C. VAR. 0.165 0.283 0.165 0.191 0.205 0.185 0.161 0.248 0.328 0.097 0.355 0.360 0.104

CUADRO Nº 18CAUDALES MEDIOS MENSUALES (m3/s) - ESTACIÓN LA FLORENCIA

Page 6: Análisis de información, procedimiento y determinación de caudales medios

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

1993 111.98 159.291994 157.755 242.434 163.754 121.110 67.206 39.826 32.035 22.883 27.434 64.534 68.413 70.330 88.8361995 148.503 100.841 201.212 102.868 46.097 35.886 29.741 27.352 25.794 45.754 71.756 66.804 75.1841996 133.680 165.477 167.237 129.460 65.929 41.285 32.498 33.130 46.387 60.109 52.011 70.032 82.5991997 121.081 168.276 140.772 79.705 59.799 37.957 31.365 39.173 43.569 61.551 91.834 123.650 82.7471998 187.137 234.401 172.979 108.257 48.953 40.127 31.934 28.120 29.723 71.127 60.222 130.440 94.5331999 192.095 261.176 259.298 175.920 90.217 40.599 32.147 23.943 36.492 63.823 48.453 76.284 107.4762000 136.456 211.826 207.628 122.533 67.920 63.951 41.788 41.645

PROM. 153.815 197.776 187.554 119.979 63.732 42.804 33.072 30.892 34.900 61.150 72.095 99.547 90.832D. STD. 27.073 56.069 38.981 29.663 14.610 9.502 3.948 7.324 8.661 8.443 22.720 37.510 11.330MÁX. 192.095 261.176 259.298 175.920 90.217 63.951 41.788 41.645 46.387 71.127 111.977 159.287 107.476MÍN 121.081 100.841 140.772 79.705 46.097 35.886 29.741 22.883 25.794 45.754 48.453 66.804 75.184C. VAR. 0.176 0.283 0.208 0.247 0.229 0.222 0.119 0.237 0.248 0.138 0.315 0.377 0.125

Completado o Corrregido por correlación con La Florencia

CUADRO Nº 19CAUDALES MEDIOS MENSUALES (m3/s) - ESTACIÓN LIBERTAD

Page 7: Análisis de información, procedimiento y determinación de caudales medios

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

1965 40.750 67.300 77.710 45.790 22.700 14.290 13.160 12.410 26.900 28.120 33.400 46.600 35.5641966 60.720 61.260 51.410 28.710 34.100 14.740 11.170 10.110 16.520 33.270 39.150 52.620 34.3681967 60.110 89.040 108.490 55.740 24.230 16.490 13.720 12.990 17.680 42.810 25.270 39.050 41.8961968 61.960 75.810 77.850 40.310 25.160 17.770 14.240 16.000 16.130 36.380 35.810 39.610 37.8921969 35.590 62.610 41.020 37.900 17.340 16.510 13.250 9.500 12.330 22.240 30.860 49.360 28.8171970 67.830 66.830 58.590 54.860 31.620 19.080 16.890 12.710 22.490 18.400 30.370 48.830 37.1951971 77.480 71.600 83.600 81.290 29.940 19.290 15.280 12.520 10.730 21.650 17.850 40.460 39.9681972 59.700 46.800 85.220 61.860 29.460 17.000 14.050 10.740 18.930 29.640 27.910 47.860 37.4201973 84.930 101.380 87.740 64.180 28.270 21.600 18.790 19.720 26.860 42.290 37.610 75.500 50.4671974 91.980 97.140 74.460 71.990 27.610 17.910 21.750 16.580 17.110 32.540 23.830 41.340 44.2171975 68.500 76.670 92.140 37.460 35.600 20.250 13.890 11.500 24.950 28.100 36.750 49.780 41.1341976 83.060 76.710 62.000 45.420 23.510 17.610 12.370 13.580 26.550 14.480 22.230 28.270 35.2261977 55.680 57.590 75.800 44.940 29.300 16.960 12.160 10.450 19.930 21.290 63.230 37.700 36.9261978 66.380 59.950 70.810 47.270 30.100 16.880 12.260 8.970 21.180 20.320 36.290 36.610 35.4421979 36.270 74.870 87.950 67.880 25.100 14.970 12.880 12.610 12.410 22.160 30.970 30.790 35.4631980 37.940 62.030 71.850 38.260 19.480 12.770 14.080 12.950 12.390 36.390 29.680 36.640 31.8881981 47.100 93.040 71.410 47.320 22.000 14.960 10.470 15.860 15.020 39.010 48.300 65.110 40.4741982 74.740 80.370 63.450 47.350 26.210 21.470 16.400 16.590 22.150 39.770 57.190 48.680 42.6201983 56.950 55.720 62.200 55.280 24.060 20.120 13.450 13.070 21.670 24.130 25.370 44.650 34.5951984 60.170 133.070 95.310 72.460 28.390 21.190 17.380 18.420 14.700 27.080 43.220 48.060 47.7051985 43.010 73.970 72.130 66.650 47.450 21.920 16.100 13.690 41.990 26.420 36.680 49.710 42.2251986 78.260 102.280 105.790 63.460 43.120 19.870 19.560 20.280 21.400 23.880 29.930 33.300 46.4481987 90.400 69.020 44.610 36.780 23.230 20.780 23.020 11.570 14.720 23.880 33.270 32.650 35.1491988 98.100 79.040 51.600 53.120 27.880 19.530 15.480 10.950 11.950 18.310 17.600 34.090 36.2411989 51.370 51.990 63.320 61.810 27.090 21.490 15.770 14.620 16.820 34.090 31.470 28.920 34.7781990 46.630 45.280 36.030 33.110 22.570 31.700 18.230 12.410 18.850 39.230 67.720 55.380 35.4911991 47.580 69.690 64.030 50.780 31.350 24.320 15.220 10.540 12.100 21.840 37.180 27.160 34.0601992 39.460 36.600 51.380 28.950 14.310 13.800 10.800 13.470 11.940 30.900 24.420 17.360 24.4001993 46.690 61.760 69.870 53.070 29.900 16.990 15.110 15.820 24.540 30.830 63.080 100.350 43.9051994 82.140 66.920 59.350 26.530 17.260 15.150 12.960 13.290 19.520 27.140 23.980 30.6151995 54.220 46.460 82.290 41.980 20.330 11.560 10.460 10.740 11.220 19.760 31.160 34.010 31.1361996 47.470 62.020 65.980 53.090 25.920 14.730 10.140 11.770 14.390 18.350 20.220 37.700 31.6351997 40.390 67.500 61.830 32.670 20.970 11.990 9.970 17.320 18.530 21.770 34.090 50.180 32.0651998 81.740 103.960 88.770 52.440 19.530 15.250 12.110 10.360 10.730 23.030 28.470 36.860 39.8961999 69.550 98.630 95.670 67.190 32.030 16.390 12.630 10.610 15.120 23.680 20.230 33.060 40.8872000 54.920 83.700 92.690 62.870 24.810 16.960 16.100 18.440 18.020 18.850 18.760 40.300 38.6062001 100.900 104.320 92.150 57.910 28.200 16.100 13.750 10.460 13.180 21.340 39.360 43.350 44.7462002 27.220 77.310 88.650 51.290 27.770 14.740 23.920 12.260 15.620 29.230 50.810 54.230 39.1792003 53.700 76.170 92.870 62.090 33.270 18.340 12.250 14.100 14.560 15.470 16.800 55.880 38.603

PROM. 61.066 74.197 73.989 52.176 27.191 17.835 14.703 13.324 17.836 26.678 33.941 43.487 37.675D. STD. 18.841 19.934 17.539 12.838 6.320 3.722 3.374 2.892 6.181 7.710 12.740 14.681 5.393MÁX. 100.900 133.070 108.490 81.290 47.450 31.700 23.920 20.280 41.990 42.810 67.720 100.350 50.467MÍN. 27.220 36.600 36.030 28.710 14.310 11.560 9.970 8.970 10.730 14.480 16.800 17.360 24.400

Datos corregidos en base al "Estudio Hidrológico de las Cuencas de los Ríos Tarma y Tulumayo”; P. D. I. 1996

CAUDALES NATURALIZADOS CORREGIDOS - ESTACIÓN YUNCÁN (m3/s)CUADRO Nº 05

Page 8: Análisis de información, procedimiento y determinación de caudales medios

DÍA06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr

1 190.30 190.30 171.31 200.29 255.49 280.11 190.30 232.34 134.99 171.31 63.74 57.41 32.48 32.48 25.22 25.22 19.25 19.25 41.20 51.55 51.55 32.48 51.55 46.162 180.64 232.34 190.30 190.30 363.27 363.27 210.62 255.49 171.31 153.62 51.55 46.16 28.68 28.68 25.22 28.68 19.25 18.19 51.55 51.55 32.48 41.20 46.16 41.203 221.31 221.31 180.64 171.31 280.11 306.25 190.30 171.31 153.62 153.62 41.20 41.20 32.48 28.68 28.68 25.22 25.22 19.25 162.30 153.62 32.48 32.48 51.55 41.204 221.31 210.62 171.31 162.30 280.11 232.34 255.49 333.95 134.99 113.36 46.16 41.20 28.68 32.48 25.22 22.08 19.25 19.25 113.36 134.99 28.68 28.68 51.55 51.555 210.62 210.62 162.30 153.62 232.34 267.61 306.25 306.25 134.99 113.36 41.20 41.20 28.68 28.68 22.08 22.08 19.25 19.25 123.83 153.62 28.68 32.48 51.55 46.166 200.29 190.30 153.62 153.62 232.34 255.49 280.11 280.11 134.99 113.36 36.65 36.65 36.65 36.65 25.22 25.22 23.93 22.08 134.99 113.36 32.48 32.48 46.16 51.557 190.30 190.30 145.25 145.25 243.73 232.34 210.62 190.30 113.36 113.36 41.20 41.2 36.65 36.65 25.22 28.68 22.08 22.08 113.36 94.43 46.16 46.16 70.59 70.598 190.30 190.30 255.49 210.62 210.62 221.31 171.31 190.30 94.43 113.36 36.65 32.48 36.65 41.20 25.22 22.08 23.93 23.93 94.43 63.74 51.55 51.55 63.74 63.749 190.30 232.34 306.25 232.34 306.25 306.25 210.62 306.25 94.43 94.43 36.65 36.65 36.65 41.20 22.08 25.22 19.25 19.25 63.74 57.41 63.74 63.74 51.55 51.55

10 232.34 232.34 255.49 221.31 232.34 333.95 210.62 190.30 94.43 94.43 32.48 36.65 28.68 28.68 22.08 22.08 25.22 22.08 57.41 63.74 63.74 51.55 77.96 77.9611 221.31 210.62 280.11 306.25 255.49 333.95 171.31 153.62 94.43 85.90 41.20 41.20 28.68 32.48 22.08 23.93 28.68 28.68 63.74 57.41 51.55 36.65 77.96 70.5912 210.62 210.62 306.25 267.61 333.95 306.25 153.62 134.99 134.99 134.99 36.65 41.20 28.68 28.68 22.08 22.08 22.08 22.08 57.41 46.16 36.65 36.65 94.43 85.9013 210.62 210.62 232.34 255.49 255.49 232.34 134.99 153.62 134.99 94.43 41.20 41.20 32.48 28.68 28.68 28.68 19.25 19.25 46.16 41.20 39.33 39.33 113.36 94.4314 200.29 200.29 255.49 461.30 210.62 210.62 134.99 171.31 94.43 94.43 36.65 41.20 28.68 32.48 32.48 28.68 19.25 25.22 41.20 41.20 41.20 41.20 94.43 70.5915 190.30 210.62 394.23 232.34 306.25 280.11 171.31 153.62 94.43 77.96 41.20 41.20 28.68 32.48 28.68 28.68 25.22 25.22 36.65 36.65 46.16 50.44 232.34 171.3116 210.62 210.62 535.51 535.51 232.34 306.25 171.31 171.31 77.96 77.96 41.20 49.34 25.22 25.22 22.08 23.93 46.16 57.41 41.20 41.20 77.96 77.96 134.99 134.9917 210.62 200.29 363.27 426.90 333.95 426.90 153.62 190.30 77.96 77.96 46.16 46.16 28.68 28.68 23.93 22.08 51.55 113.36 36.65 36.65 46.16 46.16 113.36 123.8318 200.29 200.29 378.54 426.90 255.49 232.34 210.62 210.62 77.96 77.96 45.13 45.13 32.48 32.48 23.93 22.08 70.59 51.55 36.65 39.33 51.55 51.55 94.43 94.4319 190.30 190.30 479.17 497.49 232.34 280.11 171.31 232.34 94.43 77.96 36.65 41.20 36.65 36.65 19.25 22.08 46.16 46.16 39.33 51.55 41.20 41.20 77.96 63.7420 190.30 190.30 394.23 363.27 232.34 210.62 171.31 171.31 94.43 77.96 36.65 36.65 41.20 41.20 22.08 22.08 51.55 46.16 51.55 36.65 51.55 51.55 63.74 94.4321 190.30 190.30 333.95 306.25 306.25 363.27 153.62 153.62 82.66 77.96 36.65 41.20 41.20 36.65 22.08 22.08 41.20 36.65 36.65 39.33 57.41 57.41 94.43 94.4322 180.64 171.31 306.25 280.11 280.11 306.25 134.99 134.99 63.74 70.59 41.20 36.65 36.65 36.65 22.08 22.08 46.16 46.16 41.20 41.20 41.20 49.34 85.90 85.9023 171.31 162.30 255.49 280.11 255.49 306.25 134.99 145.25 57.41 51.55 41.20 36.65 37.52 37.52 25.22 19.25 51.55 36.65 51.55 41.20 57.41 63.74 77.96 94.4324 162.30 153.62 232.34 221.31 255.49 280.11 113.36 113.36 51.55 63.74 41.20 39.33 28.68 28.68 19.25 28.68 41.20 36.65 41.20 41.20 77.96 74.95 70.59 70.5925 153.62 180.64 497.49 333.95 232.34 232.34 113.36 113.36 51.55 57.41 36.65 41.20 39.33 37.52 28.68 28.68 41.20 41.20 36.65 36.65 51.55 49.34 70.59 46.1626 171.31 171.31 306.25 461.30 232.34 210.62 113.36 103.57 63.74 51.55 36.65 36.65 36.65 36.65 28.68 28.68 51.55 41.20 41.20 41.20 41.20 46.16 46.16 51.5527 171.31 162.30 333.95 426.90 210.62 232.34 94.43 94.43 51.55 51.55 41.20 41.20 28.68 28.68 22.08 22.08 51.55 41.20 32.48 32.48 46.16 51.55 63.74 63.7428 162.30 153.62 306.25 333.95 210.62 190.30 94.43 94.43 57.41 46.16 36.65 36.65 28.68 32.48 19.25 19.25 41.20 94.43 28.68 51.55 51.55 46.16 51.55 51.5529 153.62 153.62 190.30 210.62 113.36 94.43 46.16 41.20 39.33 41.20 28.68 28.68 19.25 22.08 63.74 51.55 113.36 113.36 46.16 51.55 57.41 57.4130 153.62 190.30 171.31 153.62 171.31 190.30 46.16 51.55 32.48 36.65 22.08 22.08 22.08 22.08 51.55 46.16 94.43 94.43 94.43 51.55 63.74 77.9631 180.64 171.31 171.31 171.31 57.41 51.55 22.08 25.22 19.25 19.25 63.74 70.59 77.96 70.59

Parámetros de la Ecuación Q=A (H-Ho)n:Si: H> 1.2292 m: Si: H≤ 1.2292 m:

A = 8.5736 Ho = -1.3583 n = 2.9516 A = 4.9343 Ho = -1.1115 n = 3.94921

ABR

CUADRO Nº 08

MAY JUN

CAUDALES MEDIOS A LAS 06 Y 18 HR (m3/s) - ESTACIÓN LIBERTAD - AÑO 1999

ENE FEB MAR JUL AGO NOV DICSET OCT

Page 9: Análisis de información, procedimiento y determinación de caudales medios

DÍA06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr

1 137.41 102.33 286.26 239.66 218.32 198.24 198.24 179.39 71.75 79.08 47.30 47.30 35.93 22.78 39.47 37.672 102.33 102.33 198.24 179.39 198.24 179.39 179.39 179.39 79.08 86.93 47.30 52.73 34.25 34.25 37.67 37.673 115.57 102.33 179.39 179.39 179.39 179.39 170.42 161.73 115.57 95.33 47.30 47.30 34.25 34.25 37.67 35.934 115.57 115.57 161.73 198.24 198.24 427.20 145.23 145.23 86.93 86.93 47.30 52.73 45.24 45.24 35.93 37.675 102.33 102.33 161.73 145.23 179.39 198.24 145.23 262.30 86.93 79.08 64.93 58.60 56.20 58.60 37.67 39.476 115.57 115.57 145.23 145.23 179.39 179.39 198.24 198.24 86.93 95.33 64.93 64.93 56.20 53.87 43.25 43.257 161.73 129.86 137.41 137.41 188.67 218.32 161.73 161.73 102.33 86.93 79.08 102.33 45.24 45.24 45.24 45.248 129.86 137.41 153.34 153.34 198.24 311.59 145.23 145.23 79.08 79.08 95.33 102.33 44.24 45.24 43.25 45.249 122.58 102.33 153.34 311.59 239.66 286.26 145.23 161.73 79.08 86.93 122.58 102.33 41.33 41.33 53.87 56.20

10 115.57 115.57 366.47 286.26 198.24 286.26 145.23 129.86 79.08 86.93 115.57 102.33 37.67 37.67 58.60 28.0911 129.86 129.86 198.24 179.39 239.66 286.26 129.86 129.86 115.57 86.93 71.75 64.93 37.67 37.67 102.33 83.7212 115.57 161.73 161.73 145.23 239.66 239.66 129.86 115.57 71.75 71.75 64.93 64.93 37.67 37.67 86.93 79.0813 129.86 239.66 129.86 129.86 218.32 198.24 115.57 115.57 64.93 64.93 64.93 58.60 45.24 45.24 71.75 22.7814 145.23 115.57 145.23 198.24 179.39 188.67 102.33 102.33 58.60 71.75 58.60 52.73 45.24 58.60 58.60 16.2415 115.57 102.33 179.39 179.39 170.42 239.66 102.33 102.33 71.75 71.75 52.73 52.73 35.93 37.67 58.60 14.8516 102.33 115.57 218.32 262.30 179.39 218.32 102.33 102.33 71.75 71.75 52.73 52.73 43.25 37.67 9.14 61.0817 129.86 179.39 286.26 262.30 179.39 427.20 102.33 102.33 64.93 64.93 64.93 86.93 47.30 47.30 49.42 58.6018 129.86 145.23 250.81 262.30 198.24 179.39 102.33 102.33 64.93 64.93 115.57 115.57 35.93 35.93 35.93 56.2019 161.73 161.73 239.66 262.30 179.39 170.42 102.33 102.33 64.93 64.93 102.33 86.93 35.93 35.93 51.61 37.6720 145.23 161.73 218.32 218.32 161.73 179.39 102.33 102.33 64.93 64.93 64.93 58.60 35.93 35.93 39.47 37.6721 129.86 115.57 218.32 239.66 311.59 208.13 102.33 102.33 58.60 58.60 64.93 58.60 35.93 47.30 37.67 17.2222 115.57 115.57 239.66 218.32 161.73 179.39 102.33 102.33 58.60 58.60 58.60 56.20 49.42 47.30 129.86 33.4323 145.23 145.23 239.66 286.26 161.73 198.24 102.33 95.33 58.60 58.60 53.87 51.61 33.43 33.43 26.00 33.4324 129.86 145.23 262.30 239.66 198.24 198.24 86.93 86.93 52.73 52.73 51.61 51.61 58.60 64.93 33.43 26.6925 129.86 218.32 228.83 262.30 218.32 286.26 86.93 86.93 47.30 47.30 51.61 51.61 64.93 52.73 26.69 26.6926 145.23 145.23 239.66 218.32 198.24 179.39 86.93 86.93 47.30 47.30 47.30 47.30 47.30 42.28 26.69 26.6927 129.86 145.23 179.39 198.24 161.73 161.73 86.93 86.93 42.28 42.28 47.30 47.30 47.30 42.28 26.69 26.6928 145.23 161.73 286.26 286.26 161.73 145.23 86.93 86.93 42.28 42.28 45.24 37.67 37.67 33.43 26.69 26.6929 145.23 145.23 198.24 198.24 145.23 161.73 86.93 86.93 42.28 42.28 37.67 34.25 33.43 29.55 26.69 26.6930 145.23 198.24 161.73 161.73 86.93 86.93 42.28 42.28 34.25 35.93 29.55 29.55 26.69 26.6931 161.73 239.66 218.32 179.39 42.28 42.28 37.67 34.25 26.69 26.69

Parámetros de la Ecuación Q=A (H-Ho)n:Si: H> 0.9645 m: Si: H≤ 0.9645 m:

A = 10.5609 Ho = -1.2513 n = 2.79867 A = 7.41505 Ho = -1.0588 n = 3.6614

JUL AGO SET OCT NOV DIC

CUADRO Nº 09CAUDALES MEDIOS A LAS 06 Y 18 HR (m3/s) - ESTACIÓN LIBERTAD - AÑO 2000

MAY JUNENE FEB MAR ABR

Page 10: Análisis de información, procedimiento y determinación de caudales medios

DÍA06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr

1 154.42 135.28 284.62 210.49 324.98 311.11 223.21 369.21 164.67 175.39 72.12 72.12 43.24 43.24 36.78 40.57 36.78 36.78 62.80 65.50 63.69 58.47 67.35 75.102 119.26 112.43 184.69 175.39 311.11 394.44 259.76 339.28 194.34 171.77 67.35 62.80 43.24 43.24 48.94 46.74 35.58 33.25 69.23 67.35 51.99 50.45 67.35 67.353 109.78 107.18 227.57 171.77 322.17 295.02 271.99 259.76 166.43 161.21 67.35 65.50 41.89 41.89 39.92 36.78 46.03 43.24 175.39 175.39 47.47 43.24 71.15 73.104 97.19 94.80 184.69 164.67 295.02 284.62 384.84 369.21 154.42 154.42 63.69 63.69 41.89 43.24 35.58 35.58 39.92 36.78 164.67 161.21 43.24 43.24 71.15 73.105 92.45 92.45 179.07 333.51 247.92 311.11 339.28 339.28 154.42 154.42 63.69 63.69 43.24 43.24 33.82 33.82 34.40 33.25 133.76 214.67 43.24 43.24 73.10 77.136 97.19 104.62 236.46 214.67 254.97 236.46 354.02 284.62 151.11 151.11 61.91 61.91 56.80 67.35 33.82 33.82 32.13 32.13 164.67 144.63 61.91 50.45 72.12 69.237 144.63 157.79 198.29 175.39 227.57 264.60 247.92 14.21 147.84 138.35 61.91 61.9 58.47 55.16 33.82 33.82 31.03 31.03 123.49 123.49 43.24 41.89 65.50 62.808 223.21 194.34 236.46 231.98 236.46 241.00 236.46 14.21 126.36 135.28 60.17 60.17 50.45 50.45 33.82 33.82 32.13 31.03 112.43 102.10 38.64 38.64 60.17 99.629 184.69 284.62 547.18 369.21 336.39 342.20 434.54 14.21 120.65 117.87 58.47 58.47 48.94 46.74 34.40 33.82 31.03 31.03 87.87 85.64 39.27 40.57 141.46 138.35

10 204.33 284.62 297.66 271.99 271.99 417.50 271.99 259.76 115.13 112.43 58.47 58.47 41.89 41.89 35.58 35.58 31.03 31.03 75.10 73.10 87.87 94.80 115.13 112.4311 202.30 214.67 305.68 369.21 414.15 400.94 225.38 204.33 109.78 109.78 65.50 62.80 40.57 40.57 33.25 33.82 43.24 35.58 67.35 67.35 126.36 77.13 99.62 115.1312 236.46 384.84 333.51 339.28 357.03 333.51 194.34 184.69 157.79 194.34 58.47 58.47 39.27 39.27 32.13 32.13 32.13 32.13 65.50 65.50 71.15 67.35 144.63 123.4913 284.62 259.76 271.99 297.66 259.76 247.92 179.07 175.39 144.63 138.35 50.45 54.36 39.27 39.27 32.13 32.13 32.13 32.13 63.69 60.17 53.56 50.45 104.62 112.4314 194.34 184.69 588.88 488.58 245.59 236.46 175.39 182.81 119.26 115.13 56.80 56.80 38.01 39.27 31.03 31.03 33.82 33.25 58.47 50.45 67.35 67.35 109.78 149.4715 297.66 236.46 339.28 305.68 324.98 297.66 182.81 179.07 109.78 109.78 54.36 51.99 39.27 38.01 40.57 39.27 35.58 33.25 50.45 50.45 67.35 56.80 394.44 289.7816 214.67 204.33 610.55 488.58 339.28 351.04 194.34 210.49 109.78 109.78 51.99 50.45 39.27 39.27 38.01 38.01 61.91 65.50 50.45 56.80 62.80 53.56 171.77 141.4617 204.33 204.33 363.08 547.18 507.59 470.07 184.69 194.34 104.62 104.62 50.45 50.45 43.24 43.24 39.92 39.27 77.13 194.34 50.45 50.45 129.29 97.19 138.35 129.2918 204.33 175.39 448.52 610.55 311.11 297.66 236.46 214.67 102.10 102.10 50.45 50.45 43.24 43.24 36.78 35.58 87.87 77.13 50.45 50.45 77.13 62.80 119.26 102.1019 184.69 247.92 470.07 588.88 297.66 305.68 210.49 194.34 112.43 112.43 50.45 50.45 50.45 51.99 33.25 31.03 60.17 51.99 50.45 50.45 61.91 58.47 92.45 87.8720 214.67 339.28 400.94 470.07 250.25 264.60 194.34 190.44 126.36 126.36 54.36 50.45 60.17 58.47 31.03 31.03 60.17 51.99 50.45 50.45 54.36 50.45 82.38 82.3821 198.29 297.66 336.39 400.94 547.18 527.12 175.39 175.39 115.13 102.10 48.94 46.74 58.47 56.80 31.03 31.03 51.99 51.99 50.45 50.45 48.94 48.94 93.62 115.1322 204.33 384.84 388.03 369.21 345.13 324.98 161.21 157.79 93.62 90.14 46.74 46.74 47.47 46.74 29.97 29.97 62.80 60.17 46.03 47.47 46.03 46.03 117.87 115.1323 247.92 324.98 311.11 354.02 279.52 284.62 144.63 141.46 87.87 85.64 46.74 46.74 43.24 43.24 33.25 32.13 63.69 61.91 61.91 50.45 141.46 75.10 112.43 105.8924 221.05 202.30 295.02 259.76 297.66 305.68 138.35 138.35 82.38 75.10 46.74 46.74 43.24 43.24 31.03 31.03 58.47 56.80 51.99 50.45 85.64 77.13 102.10 93.6225 204.33 198.29 614.94 417.50 279.52 284.62 133.76 138.35 69.23 69.23 46.74 46.74 44.62 42.56 35.58 32.13 56.80 55.16 50.45 50.45 63.69 58.47 79.20 77.1326 271.99 236.46 400.94 547.18 259.76 247.92 135.28 133.76 69.23 69.23 51.99 50.45 40.57 40.57 36.78 35.58 67.35 67.35 56.80 55.16 58.47 56.80 72.12 72.1227 218.91 204.33 384.84 527.12 247.92 247.92 126.36 120.65 68.28 67.35 46.74 46.74 39.27 36.78 34.40 34.40 67.35 67.35 55.16 51.99 71.15 60.17 93.62 93.6228 210.49 214.67 324.98 369.21 241.00 236.46 115.13 115.13 67.35 67.35 44.62 44.62 36.78 35.58 31.03 32.13 67.35 67.35 46.03 43.24 75.10 62.80 87.87 82.3829 247.92 284.62 223.21 206.37 117.87 117.87 67.35 67.35 43.24 43.24 35.58 35.58 32.13 32.13 67.35 67.35 41.89 41.89 60.17 194.34 79.20 77.1330 333.51 236.46 194.34 194.34 214.67 210.49 69.23 69.23 14.21 14.21 31.03 31.03 38.01 36.78 67.35 65.50 132.26 126.36 112.43 77.13 105.89 104.6231 225.38 214.67 194.34 194.34 72.12 72.12 31.03 31.03 43.24 40.57 93.62 77.13 90.14 82.38

Parámetros de la Ecuación Q=A (H-Ho)n:A = 3.39193 Ho = -1.5308 n = 3.36445

JUL AGO SET OCT NOV DIC

CUADRO Nº 10CAUDALES MEDIOS A LAS 06 Y 18 HR (m3/s) - ESTACIÓN LA FLORENCIA - AÑO 1999

ENE FEB MAR ABR MAY JUN

Page 11: Análisis de información, procedimiento y determinación de caudales medios

DÍA06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr 06 hr 18 hr

1 151.11 129.29 339.28 470.07 284.62 271.99 305.68 236.46 97.19 97.19 58.47 58.47 46.03 46.03 40.57 40.572 108.47 115.13 284.62 271.99 254.97 324.98 339.28 284.62 99.62 97.19 58.47 58.47 46.03 44.62 38.01 38.013 133.76 175.39 236.46 236.46 271.99 236.46 259.76 214.67 115.13 105.89 58.47 58.47 46.03 46.03 39.27 40.574 141.46 141.46 231.98 247.92 225.38 588.88 194.34 194.34 97.19 97.19 58.47 58.47 46.74 102.10 41.89 41.895 141.46 141.46 204.33 198.29 247.92 333.51 190.44 339.28 97.19 93.62 58.47 60.17 67.35 61.91 41.89 43.246 135.28 141.46 184.69 236.46 259.76 284.62 245.59 236.46 87.87 102.10 67.35 67.35 55.16 50.45 43.24 44.627 234.21 157.79 179.07 175.39 259.76 284.62 225.38 204.33 93.62 93.62 75.10 82.38 50.45 48.94 46.74 44.628 157.79 161.21 184.69 171.77 279.52 434.54 194.34 204.33 92.45 92.45 87.87 87.87 46.03 43.24 48.94 41.899 133.76 129.29 204.33 236.46 311.11 369.21 194.34 210.49 90.14 90.14 109.78 92.45 42.56 42.56 55.16 32.13

10 133.76 133.76 470.07 507.59 284.62 339.28 194.34 179.07 126.36 132.26 126.36 93.62 42.56 41.89 63.69 46.7411 168.19 138.35 259.76 194.34 369.21 339.28 175.39 164.67 129.29 112.43 93.62 90.14 40.57 40.57 102.10 119.2612 139.90 151.11 194.34 175.39 311.11 339.28 154.42 149.47 97.19 90.14 85.64 77.13 40.57 40.57 103.35 126.3613 175.39 284.62 157.79 171.77 271.99 236.46 151.11 141.46 87.87 82.38 65.50 65.50 40.57 53.56 81.31 67.3514 171.77 133.76 194.34 339.28 236.46 214.67 144.63 141.46 83.45 109.78 58.47 63.69 53.56 51.99 69.23 35.5815 126.36 112.43 236.46 194.34 284.62 354.02 133.76 126.36 109.78 82.38 58.47 58.47 43.24 43.24 41.89 41.8916 109.78 105.89 339.28 369.21 247.92 259.76 154.42 151.11 82.38 82.38 62.80 62.80 35.58 38.01 41.89 58.4717 123.49 204.33 470.07 339.28 225.38 470.07 154.42 154.42 82.38 79.20 90.14 105.89 45.32 43.24 50.45 56.8018 157.79 126.36 324.98 470.07 259.76 236.46 144.63 132.26 82.38 77.13 138.35 133.76 41.89 39.92 24.09 50.4519 210.49 236.46 354.02 345.13 214.67 204.33 138.35 120.65 77.13 72.12 132.26 82.38 39.92 37.39 51.99 51.9920 204.33 194.34 289.78 339.28 225.38 231.98 129.29 129.29 72.12 72.12 75.10 72.12 43.24 43.24 41.89 50.4521 166.43 157.79 363.08 378.53 547.18 311.11 123.49 123.49 62.80 62.80 65.50 62.80 43.24 62.80 48.94 32.1322 136.81 141.46 354.02 339.28 259.76 236.46 123.49 112.43 67.35 67.35 58.47 62.80 59.32 58.47 112.43 102.1023 138.35 151.11 324.98 547.18 236.46 227.57 119.26 112.43 65.50 63.69 58.47 55.98 50.45 50.45 31.03 51.9924 157.79 190.44 316.61 547.18 284.62 311.11 112.43 109.78 60.17 62.80 50.45 50.45 84.54 87.87 34.40 31.3025 149.47 284.62 297.66 394.44 327.81 547.18 107.18 99.62 61.91 60.17 51.99 50.45 99.62 67.35 31.30 31.3026 186.60 214.67 284.62 311.11 284.62 236.46 99.62 99.62 54.36 54.36 33.82 47.47 60.17 56.80 31.30 31.3027 175.39 194.34 259.76 305.68 223.21 204.33 115.13 129.29 54.36 54.36 51.99 51.21 50.45 47.47 31.30 31.3028 180.93 171.77 339.28 427.67 225.38 214.67 126.36 112.43 55.98 55.98 48.94 48.94 46.74 46.74 31.30 31.3029 184.69 194.34 279.52 297.66 210.49 231.98 97.19 97.19 54.36 54.36 47.47 46.03 46.74 44.62 31.30 31.3030 204.33 236.46 214.67 204.33 94.80 97.19 54.36 54.36 44.62 44.62 41.89 41.89 31.30 31.3031 206.37 175.39 339.28 455.62 51.99 53.56 41.89 41.89 31.30 31.30

Parámetros de la Ecuación Q=A (H-Ho)n:A = Ho = n =

ENE

3.3644

FEB MAR ABR JUL

3.3919

CUADRO Nº 11CAUDALES MEDIOS A LAS 06 Y 18 HR (m3/s) - ESTACIÓN LA FLORENCIA - AÑO 2000

DICMAY JUN OCT NOVSET

-1.5308

AGO

Page 12: Análisis de información, procedimiento y determinación de caudales medios

DÍA ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

1 190.296 185.799 267.797 211.318 153.152 60.575 32.480 25.220 19.246 46.376 42.018 48.8572 206.489 190.296 363.268 233.056 162.464 48.857 28.679 26.949 18.719 51.555 36.839 43.6793 221.306 175.973 293.178 180.802 153.619 41.198 30.579 26.949 22.233 157.962 32.480 46.3764 215.966 166.807 256.224 294.720 124.178 43.679 30.579 23.651 19.246 124.178 28.679 51.5555 210.625 157.962 249.975 306.249 124.178 41.198 28.679 22.082 19.246 138.722 30.579 48.8576 195.293 153.619 243.913 280.108 124.178 36.646 36.646 25.220 23.005 124.178 32.480 48.8577 190.296 145.246 238.036 200.460 113.361 41.198 36.646 26.949 22.082 103.894 46.160 70.5858 190.296 233.056 215.966 180.802 103.894 34.563 38.922 23.651 23.927 79.085 51.555 63.7429 211.318 269.294 306.249 258.437 94.428 36.646 38.922 23.651 19.246 60.575 63.742 51.555

10 232.340 238.396 283.147 200.460 94.428 34.563 28.679 22.082 23.651 60.575 57.649 77.96311 215.966 293.178 294.720 162.464 90.164 41.198 30.579 23.005 28.679 60.575 44.100 74.27412 210.625 286.929 320.101 144.306 134.994 38.922 28.679 22.082 22.082 51.784 36.646 90.16413 210.625 243.913 243.913 144.306 114.711 41.198 30.579 28.679 19.246 43.679 39.329 103.89414 200.290 358.394 210.625 153.152 94.428 38.922 30.579 30.579 22.233 41.198 41.198 82.50715 200.460 313.287 293.178 162.464 86.195 41.198 30.579 28.679 25.220 36.646 48.300 201.82416 210.625 535.509 269.294 171.309 77.963 45.271 25.220 23.005 51.784 41.198 77.963 134.99417 205.457 395.083 380.426 171.957 77.963 46.160 28.679 23.005 82.458 36.646 46.160 118.59318 200.290 402.720 243.913 210.625 77.963 45.134 32.480 23.005 61.070 37.988 51.555 94.42819 190.296 488.331 256.224 201.824 86.195 38.922 36.646 20.664 46.160 45.442 41.198 70.85220 190.296 378.751 221.482 171.309 86.195 36.646 41.198 22.082 48.857 44.100 51.555 79.08521 190.296 320.101 334.758 153.619 80.310 38.922 38.922 22.082 38.922 37.988 57.407 94.42822 175.973 293.178 293.178 134.994 67.164 38.922 36.646 22.082 46.160 41.198 45.271 85.90123 166.807 267.797 280.867 140.120 54.481 38.922 37.525 22.233 44.100 46.376 60.575 86.19524 157.962 226.823 267.797 113.361 57.649 40.264 28.679 23.962 38.922 41.198 76.454 70.58525 167.128 415.723 232.340 113.361 54.481 38.922 38.427 28.679 41.198 36.646 50.449 58.37326 171.309 383.775 221.482 108.466 57.649 36.646 36.646 28.679 46.376 41.198 43.679 48.85727 166.807 380.426 221.482 94.428 51.555 41.198 28.679 22.082 46.376 32.480 48.857 63.74228 157.962 320.101 200.460 94.428 51.784 36.646 30.579 19.246 67.813 40.117 48.857 51.55529 153.619 200.460 103.894 43.679 40.264 28.679 20.664 57.649 113.361 48.857 57.40730 171.957 162.464 180.802 48.857 34.563 22.082 22.082 48.857 94.428 72.991 70.85231 175.973 171.309 54.481 23.651 19.246 67.164 74.274

PROM. 192.095 293.588 259.298 175.920 90.217 40.599 32.147 23.943 36.492 63.823 48.453 76.284

CAUDALES MEDIOS DIARIOS (m3/s) - ESTACIÓN LIBERTAD - AÑO 1999CUADRO Nº 12

Page 13: Análisis de información, procedimiento y determinación de caudales medios

DÍA ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

1 119.871 262.960 208.281 188.816 75.415 47.295 29.354 38.5662 102.334 188.816 188.816 179.391 83.003 50.012 34.246 37.6663 108.952 179.391 179.391 166.074 105.452 47.295 34.246 36.7964 115.570 179.988 312.720 145.234 86.929 50.012 45.241 36.7965 102.334 153.484 188.816 203.765 83.003 61.768 57.399 38.5666 115.570 145.234 179.391 198.242 91.131 64.935 55.032 43.2527 145.796 137.408 203.492 161.733 94.631 90.705 45.241 45.2418 133.633 153.341 254.915 145.234 79.076 98.834 44.739 44.2469 112.457 232.465 262.960 153.484 83.003 112.457 41.327 55.032

10 115.570 326.364 242.251 137.546 83.003 108.952 37.666 43.34611 129.858 188.816 262.960 129.858 101.249 68.344 37.666 93.02812 138.652 153.484 239.659 122.714 71.753 64.935 37.666 83.00313 184.759 129.858 208.281 115.570 64.935 61.768 45.241 47.26714 130.402 171.738 184.028 102.334 65.177 55.664 51.921 37.42015 108.952 179.391 205.037 102.334 71.753 52.728 36.796 36.72316 108.952 240.307 198.855 102.334 71.753 52.728 40.459 35.10817 154.625 274.278 303.295 102.334 64.935 75.932 47.295 54.00918 137.546 256.554 188.816 102.334 64.935 115.570 35.926 46.06219 161.733 250.977 174.903 102.334 64.935 94.631 35.926 44.63620 153.484 218.320 170.562 102.334 64.935 61.768 35.926 38.56621 122.714 228.990 259.857 102.334 58.601 61.768 41.611 27.44322 115.570 228.990 170.562 102.334 58.601 57.399 48.356 81.64323 145.234 262.960 179.988 98.834 58.601 52.737 33.427 29.71624 137.546 250.977 198.242 86.929 52.728 51.607 61.768 30.05725 174.089 245.562 252.290 86.929 47.295 51.607 58.832 26.68726 145.234 228.990 188.816 86.929 47.295 47.295 44.788 26.68727 137.546 188.816 161.733 86.929 42.281 47.295 44.788 26.68728 153.484 286.260 153.484 86.929 42.281 41.453 35.546 26.68729 145.234 198.242 153.484 86.929 42.281 35.956 31.487 26.68730 171.738 161.733 86.929 42.281 35.086 29.547 26.68731 200.696 198.855 42.281 35.956 26.687

PROM. 136.456 211.826 207.628 122.533 67.920 63.951 41.788 41.645

CUADRO Nº 13CAUDALES MEDIOS DIARIOS (m3/s) - ESTACIÓN LIBERTAD - AÑO 2000

Page 14: Análisis de información, procedimiento y determinación de caudales medios

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

1999 192.095 293.588 259.298 175.920 90.217 40.599 32.147 23.943 36.492 63.823 48.453 76.284 109.9632000 136.456 211.826 207.628 122.533 67.920 63.951 41.788 41.645

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

1999 210.780 354.198 300.056 201.792 114.249 53.558 43.649 34.944 51.207 77.811 65.971 104.783 133.0632000 164.065 299.984 290.561 162.525 81.439 69.686 50.068 48.758

CAUDALES MEDIOS MENSUALES (m3/s) - ESTACIÓN LA FLORENCIA

CUADRO Nº 16CAUDALES MEDIOS MENSUALES (m3/s) - ESTACIÓN LIBERTAD

CUADRO Nº 17

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AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC PROM

1965 91.079 142.749 163.008 100.888 55.952 39.585 37.386 35.927 64.126 66.500 76.775 102.464 80.9861966 129.943 130.994 111.825 67.648 78.138 40.461 33.513 31.451 43.925 76.522 87.966 114.180 78.6591967 128.756 185.057 222.909 120.252 58.930 43.867 38.476 37.055 46.183 95.088 60.954 87.771 93.3091968 132.356 159.310 163.280 90.223 60.739 46.358 39.488 42.913 43.166 82.575 81.466 88.861 85.5171969 81.037 133.621 91.605 85.533 45.521 43.906 37.561 30.263 35.771 55.057 71.832 107.835 67.8571970 143.780 141.834 125.798 118.539 73.311 48.907 44.645 36.510 55.543 47.584 70.879 106.804 84.1611971 162.560 151.117 174.470 169.975 70.042 49.316 41.512 36.141 32.657 53.909 46.513 90.515 89.5581972 127.958 102.853 177.623 132.162 69.108 44.859 39.118 32.677 48.615 69.458 66.091 104.916 84.5981973 177.058 209.072 182.527 136.677 66.792 53.811 48.343 50.153 64.048 94.076 84.969 158.707 109.9901974 190.779 200.820 156.683 151.876 65.507 46.630 54.103 44.042 45.073 75.102 58.151 92.228 97.8261975 145.084 160.984 191.090 84.677 81.057 51.184 38.807 34.156 60.331 66.461 83.295 108.653 91.8261976 173.419 161.061 132.434 100.168 57.528 46.046 35.849 38.204 63.445 39.955 55.037 66.792 80.3291977 120.135 123.852 159.291 99.234 68.796 44.781 35.440 32.112 50.561 53.208 134.828 85.144 83.6381978 140.958 128.445 149.579 103.768 70.353 44.626 35.635 29.232 52.994 51.320 82.400 83.022 80.7481979 82.361 157.481 182.936 143.877 60.623 40.909 36.841 36.316 35.927 54.901 72.046 71.696 80.7891980 85.611 132.493 151.603 86.234 49.686 36.627 39.177 36.977 35.888 82.594 69.536 83.081 73.8331981 103.437 192.841 150.747 103.865 54.590 40.889 32.151 42.641 41.006 87.693 105.772 138.487 90.5421982 157.228 168.184 135.256 103.924 62.783 53.558 43.692 44.061 54.882 89.172 123.073 106.512 94.7181983 122.606 120.213 132.823 119.356 58.599 50.931 37.951 37.211 53.948 58.735 61.148 98.669 79.1011984 128.873 270.744 197.259 152.790 67.025 53.013 45.599 47.623 40.383 64.476 95.886 105.305 104.6141985 95.478 155.729 152.148 141.484 104.118 54.434 43.108 38.418 93.493 63.192 83.159 108.516 93.9501986 164.078 210.823 217.654 135.276 95.692 50.445 49.841 51.242 53.422 58.248 70.022 76.581 102.1681987 187.704 146.096 98.591 83.353 56.983 52.216 56.575 34.292 40.422 58.248 76.522 75.316 80.1781988 202.689 165.596 112.195 115.153 66.033 49.783 41.901 33.085 35.031 47.409 46.027 78.118 82.3041989 111.747 112.954 135.003 132.064 64.495 53.597 42.466 40.227 44.509 78.118 73.019 68.057 79.4571990 102.522 99.895 81.894 76.211 55.699 73.467 47.253 35.927 48.460 88.121 143.566 119.551 80.8441991 104.371 147.400 136.385 110.599 72.786 59.105 41.395 32.287 35.323 54.278 84.132 64.632 78.0611992 88.569 83.003 111.766 68.115 39.624 38.632 32.793 37.989 35.012 71.910 59.299 45.560 59.2611993 102.639 131.967 147.750 115.055 69.964 44.840 41.181 42.563 59.533 71.774 109.380 155.592 90.7801994 154.096 236.812 159.956 118.301 65.648 38.903 31.292 22.352 26.798 63.037 66.826 68.699 86.7751995 145.059 98.502 196.545 100.482 45.028 35.054 29.051 26.718 25.196 44.693 70.092 65.255 73.4401996 130.580 161.639 163.358 126.457 64.400 40.327 31.745 32.362 45.311 58.715 50.805 68.408 80.6841997 118.273 164.373 137.507 77.856 58.412 37.077 30.638 38.264 42.559 60.123 89.704 120.782 80.8281998 182.797 228.964 168.967 105.746 47.818 39.196 31.193 27.468 29.034 69.477 58.825 127.415 92.3401999 187.640 203.720 197.960 171.840 88.125 39.657 31.401 23.388 35.646 62.343 47.329 74.515 96.3422000 133.291 206.913 202.813 119.691 66.345 62.468 40.819 40.679 34.300 56.994 41.982 64.610 88.5452001 158.546 189.504 221.500 111.756 57.581 37.571 33.446 28.048 34.778 49.269 62.267 82.409 88.3622002 72.911 145.095 153.720 107.733 59.430 37.097 78.978 37.133 49.844 79.027 118.156 129.280 88.6922003 126.247 157.143 176.237 121.522 66.043 38.767 28.946 33.763 34.367 41.796 45.856 101.075 80.5832004 89.206 155.340 122.873 73.905 53.854 35.238 42.415 36.451 47.059 89.149 93.799 113.618 78.9702005 94.830 135.578 157.861 75.408 39.739 27.894 25.832 22.011 32.221 63.174 53.594 89.189 67.7852006 134.750 127.420 132.770 132.400 48.550 37.210 25.740 27.490 29.390 55.380 95.430 109.950 79.3812007 133.112 136.941 179.671 117.028 59.227 34.735 28.861 24.928 28.943 51.541 62.948 80.834 77.9382008 140.759 142.402 118.322 85.865 49.409 33.288 24.566 23.977 26.120 58.452 59.620 73.828 69.7132009 133.838 159.945 155.550 138.983 66.094 38.096 40.334 31.936 29.778 41.248 70.331 146.172 87.3002010 193.586 159.784 168.214 136.597 61.079 36.471 28.108 23.538 34.918 46.597 61.904 110.126 88.053

PROM. 132.920 157.332 155.651 112.403 62.984 44.475 38.590 34.830 43.477 64.059 75.722 96.081 84.464D. STD. 34.059 38.200 33.467 26.003 12.847 8.622 9.475 7.120 13.154 14.896 23.358 25.549 9.735MÁX 202.689 270.744 222.909 171.840 104.118 73.467 78.978 51.242 93.493 95.088 143.566 158.707 109.990MÍN. 72.911 83.003 81.894 67.648 39.624 27.894 24.566 22.011 25.196 39.955 41.982 45.560 59.261

Fte. Archivos EDEGEL Fte. CHINANGO (Operación de Presa Chimay)Período Noviembre 1993-Agosto 2000: Generado mediante: QChimay= 0.97681QLibertadPeríodo Enero 1965 - Octubre 1993 generado por correlación con Estación Yuncán. (QChimay = 11.7754+1.9461QYuncán)

RÍO TULUMAYO - PRESA CHIMAYCAUDALES MEDIOS MENSUALES (m3/s)

CUADRO Nº 20

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DÍA ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

1 144.85 247.55 318.05 296.21 170.03 72.12 43.24 38.67 36.78 64.15 61.08 71.222 115.84 180.04 352.78 299.52 183.05 65.07 43.24 47.84 34.41 68.29 51.22 67.353 108.48 199.67 308.59 265.87 163.82 66.42 41.89 38.35 44.63 175.39 45.35 72.134 95.99 174.68 289.82 377.03 154.42 63.69 42.56 35.58 38.35 162.94 43.24 72.135 92.45 256.29 279.51 339.28 154.42 63.69 43.24 33.82 33.82 174.22 43.24 75.126 100.90 225.57 245.72 319.32 151.11 61.91 62.07 33.82 32.13 154.65 56.18 70.677 151.21 186.84 246.08 131.06 143.10 61.91 56.82 33.82 31.03 123.49 42.56 64.158 208.77 234.22 238.73 125.34 130.82 60.17 50.45 33.82 31.58 107.26 38.64 79.909 234.66 458.19 339.29 224.38 119.26 58.47 47.84 34.11 31.03 86.76 39.92 139.91

10 244.47 284.82 344.74 265.87 113.78 58.47 41.89 35.58 31.03 74.10 91.33 113.7811 208.49 337.44 407.54 214.85 109.78 64.15 40.57 33.54 39.41 67.35 101.75 107.3712 310.65 336.40 345.27 189.52 176.06 58.47 39.27 32.13 32.13 65.50 69.25 134.0613 272.19 284.82 253.84 177.23 141.49 52.40 39.27 32.13 32.13 61.93 52.00 108.5214 189.52 538.73 241.03 179.10 117.19 56.80 38.64 31.03 33.54 54.46 67.35 129.6315 267.06 322.48 311.32 180.94 109.78 53.17 38.64 39.92 34.41 50.45 62.07 342.1116 209.50 549.56 345.16 202.41 109.78 51.22 39.27 38.01 63.71 53.62 58.18 156.6217 204.33 455.13 488.83 189.52 104.62 50.45 43.24 39.60 135.73 50.45 113.24 133.8218 189.86 529.53 304.38 225.57 102.10 50.45 43.24 36.18 82.50 50.45 69.96 110.6819 216.30 529.47 301.67 202.41 112.43 50.45 51.22 32.14 56.08 50.45 60.19 90.1620 276.98 435.50 257.43 192.39 126.36 52.40 59.32 31.03 56.08 50.45 52.40 82.3821 247.97 368.66 537.15 175.39 108.61 47.84 57.63 31.03 51.99 50.45 48.94 104.3722 294.59 378.62 335.05 159.50 91.88 46.74 47.11 29.97 61.49 46.75 46.03 116.5023 286.45 332.57 282.07 143.05 86.76 46.74 43.24 32.69 62.80 56.18 108.28 109.1624 211.68 277.39 301.67 138.35 78.74 46.74 43.24 31.03 57.63 51.22 81.39 97.8625 201.31 516.22 282.07 136.06 69.23 46.74 43.59 33.85 55.98 50.45 61.08 78.1626 254.22 474.06 253.84 134.52 69.23 51.22 40.57 36.18 67.35 55.98 57.63 72.1227 211.62 455.98 247.92 123.51 67.81 46.74 38.03 34.40 67.35 53.57 65.66 93.6228 212.58 347.09 238.73 115.13 67.35 44.62 36.18 31.58 67.35 44.63 68.95 85.1229 266.27 214.79 117.87 67.35 43.24 35.58 32.13 67.35 41.89 127.26 78.1630 284.99 194.34 212.58 69.23 14.21 31.03 37.40 66.42 129.31 94.78 105.2531 220.03 194.34 72.12 31.03 41.90 85.37 86.26

PROM. 210.78 354.198 300.056 201.792 114.249 53.5582 43.6491 34.9443 51.2071 77.8115 65.9713 104.783

CAUDALES MEDIOS DIARIOS (m3/s) - ESTACIÓN LA FLORENCIA - AÑO 1999CUADRO Nº 14

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DÍA ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

1 140.20 404.68 278.30 271.07 97.19 58.47 46.03 40.572 111.80 278.30 289.98 311.95 98.40 58.47 45.32 38.013 154.58 236.46 254.22 237.21 110.51 58.47 46.03 39.924 141.46 239.95 407.13 194.34 97.19 58.47 74.42 41.895 141.46 201.31 290.71 264.86 95.40 59.32 64.63 42.566 138.37 210.58 272.19 241.03 94.98 67.35 52.81 43.937 196.00 177.23 272.19 214.85 93.62 78.74 49.70 45.688 159.50 178.23 357.03 199.33 92.45 87.87 44.63 45.419 131.53 220.39 340.16 202.41 90.14 101.11 42.56 43.64

10 133.76 488.83 311.95 186.71 129.31 109.99 42.22 55.2211 153.27 227.05 354.25 170.03 120.86 91.88 40.57 110.6812 145.50 184.87 325.20 151.95 93.66 81.39 40.57 114.8613 230.01 164.78 254.22 146.29 85.12 65.50 47.06 74.3314 152.77 266.81 225.57 143.05 96.62 61.08 52.77 52.4015 119.40 215.40 319.32 130.06 96.08 58.47 43.24 41.8916 107.84 354.25 253.84 152.77 82.38 62.80 36.79 50.1817 163.91 404.68 347.73 154.42 80.79 98.01 44.28 53.6218 142.08 397.53 248.11 138.44 79.75 136.06 40.90 37.2719 223.48 349.58 209.50 129.50 74.62 107.32 38.65 51.9920 199.33 314.53 228.68 129.29 72.12 73.61 43.24 46.1721 162.11 370.81 429.14 123.49 62.80 64.15 53.02 40.5422 139.14 346.65 248.11 117.96 67.35 60.63 58.89 107.2623 144.73 436.08 232.01 115.84 64.59 57.22 50.45 41.5124 174.11 431.89 297.86 111.11 61.49 50.45 86.21 32.8525 217.04 346.05 437.49 103.40 61.04 51.22 83.48 31.3026 200.63 297.86 260.54 99.62 54.36 40.65 58.49 31.3027 184.87 282.72 213.77 122.21 54.36 51.60 48.96 31.3028 176.35 383.48 220.03 119.40 55.98 48.94 46.74 31.3029 189.52 288.59 221.24 97.19 54.36 46.75 45.68 31.3030 220.39 209.50 95.99 54.36 44.62 41.89 31.3031 190.88 397.45 52.77 41.89 31.30

PROM. 164.06 299.984 290.561 162.525 81.439 69.686 50.0676 48.758

CUADRO Nº 15CAUDALES MEDIOS DIARIOS (m3/s) - ESTACIÓN LA FLORENCIA - AÑO 2000