Presa

ORDEN DE LA CUENCA

PENDIENTE DE LA CUENCA
Malla | Nx | Ny | Lx | Ly |
0 | 0 | 0 | 0 | 0 |
5 | 40 | 9 | 19.95 | 5035 |
10 | 36 | 23 | 26.54 | 19.39 |15 | 22 | 34 | 30.63 | 24.05 |
20 | 40 | 42 | 39.38 | 33.66 |
25 | 30 | 43 | 41.34 | 39.66 |
30 | 60 | 50 | 42.02 | 43.13 |
35 | 51 | 44 | 36.41 |45.38 |
40 | 44 | 51 | 35.18 | 45.99 |
45 | 43 | 40 | 37.61 | 43.20 |
50 | 43 | 29 | 39.69 | 21.49 |
55 | 60 | 21 | 41.91 | 21.07 |
60 | 53 | 28 | 50.39 |27.44 |
65 | 0 | 29 | 0 | 21.28 |
70 | 0 | 18 | 0 | 13.33 |
75 | 0 | 15 | 0 | 13.96 |
80 | 0 | 13 | 0 | 15.27 |
85 | 0 | 0 | 0 | 0 |
Suma | 522 | 489| 440.05 | 433.59 |

D=50m=.05km
Sx=Nx*DLx
Sx=522*.05440.05
Sx=5.93%
Sy=Ny*DLy
Sy=489*.05433.59
Sy=5.69%
Sc=N*DL
Sc=1011*.05873.64
Sc=5.79%COEFICIENTE DE COMPACIDAD

Datos:
A=2267km2
P=304.46km
Cc=PPc=0.282*PA
Cc=0.282*340.46km2267km2
Cc=1.80

RELACIÓN ELONGACIÓN

Datos:
A=2267km2
Lc=83.07kmRe=DLc=1.1284*ALc
Re=1.1284*2267km283.07km
Re=0.647

CURVA HIPSOMÉTRICA

Elevacionm.s.n.m | AreaKm2 | Area acumuladaKm2 |
2580-2400 | 41.16 | 41.16 |2400-2200 | 74.68 | 115.84 |
2200-2000 | 56.77 | 172.61 |
2000-1800 | 132.71 | 305.32 |
1800-1600 | 505.33 | 810.65 |
1600-1400 | 610.07 | 1420.72 |1400-1200 | 587.18 | 2007.90 |
1200-1000 | 200.23 | 2208.13 |
1000-800 | 58.87 | 2267.00 |

Elevacion media=1946.22m.s.n.m.

RECTÁNGULO EQUIVALENTE
LadoMayor
L=Cc A1.128*1+1-1.128Cc2
L=1.80 22671.128*1+1-1.1281.82
L=135.19Km

Lado Menor
l=Cc A1.128*1-1-1.128Cc2
l=1.80 22671.128*1-1-1.1281.82
l=16.77