Cuena Encañada_parametros Final.docx
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cuena encañada Área de la cuenca : 71.205 Km^2. Perímetro de la cuenca : 40.34247 Km. Longitud del máx. recorrido : 13.680 Km. Coeficiente o índice de compacidad : 1.339 Factor de forma : 0.380 Pendiente de la cuenca : 0.2540 Cota de curva Longitud (m) Longitud (Km) 3300 2650.000 2.650 3330 2529.040 2.529 3360 5395.495 5.395 3390 5658.896 5.659 3420 7590.790 7.591 3450 10821.090 10.821 3480 11073.539 11.074 3510 13137.574 13.138 3540 13318.319 13.318 3570 14581.448 14.581 3600 17008.976 17.009 3630 15624.106 15.624 3660 17573.495 17.573 3690 17879.696 17.880 3720 21763.607 21.764 3750 32377.062 32.377 3780 29526.302 29.526 3810 31508.005 31.508 3840 32155.985 32.156 3870 36943.195 36.943 3900 38934.266 38.934 3930 35875.957 35.876 3960 37071.101 37.071 3990 37413.099 37.413 4020 30840.959 30.841 4050 29583.683 29.584 4080 23975.772 23.976 4110 14872.902 14.873 4140 11132.062 11.132 4170 2244.612 2.245 4200 1541.157 1.541 4230 337.999 0.338 Suma : 602.94 Altitud media : 3822.091 m. Cota inf. Cota sup. Área parcial Km^2 h(i)*A(i) L(i) (L(i)^2)/S(i)^0.5 Área sobre la cota % del total 3300 3330 0.245 0.812 1.207 0.02486 7.655 70.969 0.344% 3331 3360 0.453 1.516 1.381 0.02100 9.53 70.516 0.636% 3360 3390 0.385 1.299 0.121 0.24793 0.243 70.131 0.541% 3390 3420 0.548 1.866 0.645 0.04651 2.991 69.583 0.770% 3420 3450 0.605 2.078 0.962 0.03119 5.447 68.978 0.850% 3450 3480 0.728 2.523 0.191 0.15707 0.482 68.250 1.022% 3480 3510 1.858 6.494 0.471 0.06369 1.866 66.392 2.609% 3510 3540 1.325 4.671 0.141 0.21277 0.306 65.067 1.861% 3540 3570 2.193 7.796 0.562 0.05338 2.432 62.874 3.079% 3570 3600 2.340 8.389 0.612 0.04902 2.764 60.534 3.286% 3600 3630 1.338 4.837 0.071 0.42254 0.109 59.196 1.879% 3630 3660 1.883 6.864 0.357 0.08403 1.232 57.313 2.644% 3660 3690 1.610 5.917 0.164 0.18293 0.383 55.703 2.261% 3690 3720 3.683 13.646 1.328 0.02259 8.836 52.020 5.172% 3720 3750 4.695 17.536 2.090 0.01435 17.447 47.325 6.593% 3750 3780 3.245 12.217 0.200 0.15 0.516 44.080 4.557% 3780 3810 4.418 16.766 0.171 0.17544 0.408 39.662 6.204%
S(i)
3810 3840 3870 3900 3930 3960 3990 4020 4050 4080 4110 4140 4170 4200 4237 Totales
3840 3870 3900 3930 3960 3990 4020 4050 4080 4110 4140 4170 4200 4227 4250 :
3.068 5.295 4.928 3.208 5.763 3.200 3.963 3.460 2.305 2.453 0.945 0.813 0.203 0.038 0.020 71.214
11.735 20.412 19.145 12.559 22.735 12.720 15.872 13.961 9.370 10.045 3.898 3.378 0.850 0.160 0.085 272.152
0.050 0.562 0.474 0.121 0.752 0.241 0.100 0.245 0.050 0.071 0.016 0.091 0.000 0.000 0.233 13.680
0.6 0.05338 0.06329 0.24793 0.03989 0.12448 0.3 0.12245 0.6 0.42254 1.875 0.32967 0.000 0.000 0.05579
0.065 2.432 1.884 0.243 3.765 0.683 0.183 0.7 0.065 0.109 0.012 0.158 0.000 0.000 0.986 73.932
36.594 31.299 26.371 23.163 17.400 14.200 10.237 6.777 4.472 2.019 1.074 0.261 0.058 0.020 0.000
4.308% 7.435% 6.920% 4.505% 8.093% 4.493% 5.565% 4.859% 3.237% 3.445% 1.327% 1.142% 0.285% 0.053% 0.028%
Pendiente del cauce principal : 0.0342 Ancho promedio : 5.205 Km. Altitud más frecuente : 3930 - 3960 Cota inf. 3300 3330 3331 3360 3360 3390 3390 3420 3420 3450 3450 3480 3480 3510 3510 3540 3540 3570 3570 3600 3600 3630 3630 3660 3660 3690 3690 3720 3720 3750 3750 3780 3780 3810 3810 3840 3840 3870 3870 3900 3900 3930 3930 3960 3960 3990 3990 4020 4020 4050 4050 4080 4080 4110 4110 4140 4140 4170 4170 4200 4200 4227 4237 4250 Suma :
Cota sup. 0.245 0.344 0.453 0.636 0.385 0.541 0.548 0.770 0.605 0.850 0.728 1.022 1.858 2.609 1.325 1.861 2.193 3.079 2.340 3.286 1.338 1.879 1.883 2.644 1.610 2.261 3.683 5.172 4.695 6.593 3.245 4.557 4.418 6.204 3.068 4.308 5.295 7.435 4.928 6.920 3.208 4.505 5.763 8.093 3.200 4.493 3.963 5.565 3.460 4.859 2.305 3.237 2.453 3.445 0.945 1.327 0.813 1.142 0.203 0.285 0.038 0.053 0.020 0.028 71.214
Coeficiente de masividad : Coeficiente orográfico : Rectángulo equivalente : a :4.562 m. b :15.610m. Relación de confluencias : Orden de río l(i)/l(i+1)
Área parcial (Km^2)
Área parcial (%)
0.054 0.205
2.155
Número de ríos Longitud (Km)
Longitud prom. (Km)
n(i)/n(i+1)
1 2 3 4 Totales
75.000 34.000 27.000 9.000 :
42.085 22.310 16.989 4.275 145
Relación de longitudes : Densidad de drenaje : 1.203 Frecuencia de ríos : 2.036 Tiempo de concentración :
0.561 0.656 0.629 0.475 85.659
2.206 1.259 3 0 Rc :
0 1.169 0.959 0.755 2.155
0.961
0.961
109.2 min
(Ec. de Kirpich)
S(i)
3810 3840 3870 3900 3930 3960 3990 4020 4050 4080 4110 4140 4170 4200 4237 Totales
3840 3870 3900 3930 3960 3990 4020 4050 4080 4110 4140 4170 4200 4227 4250 :
3.068 5.295 4.928 3.208 5.763 3.200 3.963 3.460 2.305 2.453 0.945 0.813 0.203 0.038 0.020 71.214
11.735 20.412 19.145 12.559 22.735 12.720 15.872 13.961 9.370 10.045 3.898 3.378 0.850 0.160 0.085 272.152
0.050 0.562 0.474 0.121 0.752 0.241 0.100 0.245 0.050 0.071 0.016 0.091 0.000 0.000 0.233 13.680
0.6 0.05338 0.06329 0.24793 0.03989 0.12448 0.3 0.12245 0.6 0.42254 1.875 0.32967 0.000 0.000 0.05579
0.065 2.432 1.884 0.243 3.765 0.683 0.183 0.7 0.065 0.109 0.012 0.158 0.000 0.000 0.986 73.932
36.594 31.299 26.371 23.163 17.400 14.200 10.237 6.777 4.472 2.019 1.074 0.261 0.058 0.020 0.000
4.308% 7.435% 6.920% 4.505% 8.093% 4.493% 5.565% 4.859% 3.237% 3.445% 1.327% 1.142% 0.285% 0.053% 0.028%
Pendiente del cauce principal : 0.0342 Ancho promedio : 5.205 Km. Altitud más frecuente : 3930 - 3960 Cota inf. 3300 3330 3331 3360 3360 3390 3390 3420 3420 3450 3450 3480 3480 3510 3510 3540 3540 3570 3570 3600 3600 3630 3630 3660 3660 3690 3690 3720 3720 3750 3750 3780 3780 3810 3810 3840 3840 3870 3870 3900 3900 3930 3930 3960 3960 3990 3990 4020 4020 4050 4050 4080 4080 4110 4110 4140 4140 4170 4170 4200 4200 4227 4237 4250 Suma :
Cota sup. 0.245 0.344 0.453 0.636 0.385 0.541 0.548 0.770 0.605 0.850 0.728 1.022 1.858 2.609 1.325 1.861 2.193 3.079 2.340 3.286 1.338 1.879 1.883 2.644 1.610 2.261 3.683 5.172 4.695 6.593 3.245 4.557 4.418 6.204 3.068 4.308 5.295 7.435 4.928 6.920 3.208 4.505 5.763 8.093 3.200 4.493 3.963 5.565 3.460 4.859 2.305 3.237 2.453 3.445 0.945 1.327 0.813 1.142 0.203 0.285 0.038 0.053 0.020 0.028 71.214
Coeficiente de masividad : Coeficiente orográfico : Rectángulo equivalente : a :4.562 m. b :15.610m. Relación de confluencias : Orden de río l(i)/l(i+1)
Área parcial (Km^2)
Área parcial (%)
0.054 0.205
2.155
Número de ríos Longitud (Km)
Longitud prom. (Km)
n(i)/n(i+1)
1 2 3 4 Totales
75.000 34.000 27.000 9.000 :
42.085 22.310 16.989 4.275 145
Relación de longitudes : Densidad de drenaje : 1.203 Frecuencia de ríos : 2.036 Tiempo de concentración :
0.561 0.656 0.629 0.475 85.659
2.206 1.259 3 0 Rc :
0 1.169 0.959 0.755 2.155
0.961
0.961
109.2 min
(Ec. de Kirpich)
