1.1 DETREMINACION DE CAUDAL RIO ANTBAMBA

TIEMPO (Segundos)

ALTURAS (cm)

52 16

39 40

34.8 30

31 60

31 55

31.4 50

40 40

35.3 50

36.7 47

Prom. 36.8 51

50

41

40

25

Prom.42.5

L=13m

AREA= a *hp

Distancia = 50m

Ancho= 32 m

Promedio hp =0.425 m

Promedio tiempo = 36.71 seg

A = a*hp A = 32 *0.425 = 13.60 m2

V =dt

V =50m42.5 s

=1.36 m/s

Vm = 1.36 * 0.85 vm = 1.156 m/s

Q = A*V Q = 13.60 * 1.15

Q = 15.64m/s

H11 H12H10H9H8H7H5 H6

H3H2H1 H4

1.1.1 METODO FLOTADORES DETERMINACION DE CAUDAL DE AGUA SUBTERRANEA “HUMALO”

1.1.1.1 METODO FLOTADORES

AREA= a *hp

Distancia = 23 m

Ancho= 13 m

Promedio hp =0.2292 m

Promedio tiempo = 43.51 seg

A = a*hp A = 13*0.2292 = 2.98m2

V =dt

V =23m43.51 s

=0.53m/s

Vm = 0.53* 0.85 vm = 0.45 m/s

Q = A*V Q = 2.98 * 0.45 = 1.34m/s

L=13m

TIEMPO ALTURAS

47.15s H1=17cm

43.90s H2=40cm

37.76s H3=40cm

48.29s H4=38cm

39.54s H5=2cm

44.41s H6=4cm

43.51s H7=26cm

H8=28cm

H9=15cm

H10=10cm

H11=25cm

H12=30cm

22.92