Caracteristicas de una cuenca

Forma de la cuenca
Índice de Gravelius ó Coeficiente de compacidad:
A=área de la cuenca: 255,801,940.6118
Perímetro de la cuenca: 105,934.9495m
Perímetro del circulo: 56,696.5783m

Factor de Forma
A=área de la cuenca: 255,801,940.6118
L=Longitud del cause principal: 42,552.7895m

Características de Relieve

Pendiente media de la cuenca

1,338,781.62m
A=255,801,940.61
D=100mTabla de Resumen

cota | longitud | área | % Área |
700 | 800 | 6775,6517 | 1233981,79 | 0,48239735 |
800 | 900 | 12976,3232 | 2522744,12 | 0,98620992 |
900 | 1000 | 17567,0072 | 2986248,99 | 1,1674067 |
1000 | 1100 | 18789,9334 | 3022475,63 | 1,18156869 |
1100 | 1200 | 24448,5631 | 7282291,74 | 2,84684773 |
1200 | 1300 | 29733,615 | 657158,066 | 0,25690113 |
1300 | 1400 |37745,8646 | 11188456,3 | 4,37387469 |
1400 | 1500 | 46181,3437 | 681830,793 | 0,26654637 |
1500 | 1600 | 43220,0683 | 791825,628 | 0,30954637 |
1600 | 1700 | 53946,3713 | 7809738,41 | 3,05304111 |
1700 | 1800 | 59457,3443 | 43409741 | 16,9700593 |
1800 | 1900 | 80580,8285 | 11290965,6 | 4,41394837 |
1900 | 2000 | 137491,011 | 13040318,8 | 5,09781855 |
2000 | 2100 | 195660,029 | 23345434,1| 9,12637098 |
2100 | 2200 | 193355,626 | 31133195,2 | 12,1708206 |
2200 | 2300 | 135881,827 | 39462338,5 | 15,4269113 |
2300 | 2400 | 84590,6283 | 20934598,7 | 8,18390927 |
2400 | 2500 | 55108,5006 | 11644346,8 | 4,55209477 |
2500 | 2600 | 39308,2623 | 7584996,86 | 2,96518347 |
2600 | 2700 | 31795,0729 | 5656222,89 | 2,21117278 |
2700 | 2800 | 13828,9908 | 3982609,3 | 1,55691129 |2800 | 2900 | 9582,7779 | 1687132,42 | 0,65954637 |
2900 | 3000 | 6674,659 | 1379009,7 | 0,53909274 |
3000 | 3100 | 2387,6511 | 629504,852 | 0,24609073 |
3100 | 3200 | 669,2272 | 2305221,75 | 0,90117446 |
3200 | 3300 | 504,6173 | 102020,776 | 0,03988272 |
3300 | 3400 | 338,027 | 50160,3881 | 0,01960907 |
3400 | 3500 | 181,801 | 20580,19 | 0,00804536 |

Histograma de FrecuenciasAltimétricas

Curva Hipsométrica

Pendiente del Cauce Principal

=2,700m
=800m
L=42,552.7895m

Características de la Red de Drenaje

Orden de la Cuenca:

* Grado 5

Relación de Bifurcación

Relación de Longitud

Densidad de Drenaje

Longitud según ramal |
cause principal | 23595.74 |
1 | 44196.65 |
2 | 76074.73 |
3 | 57513.30 |
4 | 18782.75 |
5 | 12270.20 |
6 |10618.52 |
7 | 758.32 |
total | 243810.21 |

Frecuencia de Cause

Longitud según ramal | No. De cause |
cause principal | 23595.74 | 1 |
1 | 44196.65 | 11 |
2 | 76074.73 | 22 |
3 | 57513.30 | 24 |
4 | 18782.75 | 6 |
5 | 12270.20 | 4 |
6 | 10618.52 | 5 |
7 | 758.32 | 1 |
total | 243810.21 | 74 |

Tabla de Resumen

cota | longitud | área | % Área |
700 | 800 |6775,6517 | 1233981,79 | 0,48239735 |
800 | 900 | 12976,3232 | 2522744,12 | 0,98620992 |
900 | 1000 | 17567,0072 | 2986248,99 | 1,1674067 |
1000 | 1100 | 18789,9334 | 3022475,63 | 1,18156869 |
1100 | 1200 | 24448,5631 | 7282291,74 | 2,84684773 |
1200 | 1300 | 29733,615 | 657158,066 | 0,25690113 |
1300 | 1400 | 37745,8646 | 11188456,3 | 4,37387469 |
1400 | 1500 | 46181,3437 | 681830,793| 0,26654637 |
1500 | 1600 | 43220,0683 | 791825,628 | 0,30954637 |
1600 | 1700 | 53946,3713 | 7809738,41 | 3,05304111 |
1700 | 1800 | 59457,3443 | 43409741 | 16,9700593 |
1800 | 1900 | 80580,8285 | 11290965,6 | 4,41394837 |
1900 | 2000 | 137491,011 | 13040318,8 | 5,09781855 |
2000 | 2100 | 195660,029 | 23345434,1 | 9,12637098 |
2100 | 2200 | 193355,626 | 31133195,2 | 12,1708206 |2200 | 2300 | 135881,827 | 39462338,5 | 15,4269113 |
2300 | 2400 | 84590,6283 | 20934598,7 | 8,18390927 |
2400 | 2500 | 55108,5006 | 11644346,8 | 4,55209477 |
2500 | 2600 | 39308,2623 | 7584996,86 | 2,96518347 |
2600 | 2700 | 31795,0729 | 5656222,89 | 2,21117278 |
2700 | 2800 | 13828,9908 | 3982609,3 | 1,55691129 |
2800 | 2900 | 9582,7779 | 1687132,42 | 0,65954637 |
2900 | 3000 |...