batimetria
DESCRIPTION
BATIMETRIATRANSCRIPT
BATIMETRIA
DATOS SECCION 1
IDA (m) VUELTA (m) PROMEDIO AREA
0.00 -0.40 -0.41 -0.41 0.080.20 -0.42 -0.44 -0.43 0.090.40 -0.45 -0.46 -0.45 0.090.60 -0.48 -0.48 -0.48 0.100.80 -0.50 -0.49 -0.50 0.101.00 -0.48 -0.49 -0.49 0.101.20 -0.54 -0.51 -0.53 0.111.40 -0.55 -0.56 -0.55 0.111.60 -0.62 -0.65 -0.64 0.131.80 -0.69 -0.67 -0.68 0.142.00 -0.70 -0.71 -0.71 0.142.20 -0.72 -0.75 -0.74 0.152.40 -0.74 -0.75 -0.75 0.152.60 -0.74 -0.75 -0.75 0.152.80 -0.60 -0.65 -0.63 0.133.00 -0.50 -0.50 -0.50 0.103.20 -0.45 -0.47 -0.46 0.093.40 -0.40 -0.43 -0.42 0.083.60 -0.25 -0.28 -0.27 0.05
TOTAL = 2.07
DATOS SECCION 2
IDA (m) VUELTA (m) PROMEDIO AREA (m2)
0.00 -0.32 -0.30 -0.31 0.060.20 -0.32 -0.33 -0.33 0.070.40 -0.35 -0.35 -0.35 0.070.60 -0.42 -0.44 -0.43 0.090.80 -0.50 -0.49 -0.50 0.101.00 -0.58 -0.57 -0.58 0.111.20 -0.65 -0.64 -0.65 0.131.40 -0.69 -0.71 -0.70 0.141.60 -0.71 -0.72 -0.72 0.141.80 -0.70 -0.70 -0.70 0.142.00 -0.70 -0.71 -0.71 0.142.20 -0.70 -0.69 -0.70 0.142.40 -0.67 -0.66 -0.67 0.132.60 -0.65 -0.65 -0.65 0.132.80 -0.60 -0.65 -0.63 0.13
PROGRESIVA (m)
PROGRESIVA (m)
3.00 -0.57 -0.56 -0.57 0.113.20 -0.52 -0.54 -0.53 0.113.40 -0.44 -0.43 -0.44 0.093.60 -0.39 -0.37 -0.38 0.083.80 -0.31 -0.30 -0.31 0.064.00 -0.27 -0.28 -0.28 0.06
TOTAL = 2.10
TIEMPOSEGUNDO MILISEGUNDO TOTAL
T1 27.00 40.00 27.67T2 23.00 53.00 23.88T3 25.00 65.00 26.08T4 21.00 55.00 21.92T5 23.00 31.00 23.52T6 20.00 65.00 21.08T7 23.00 4.00 23.07T8 21.00 55.00 21.92T9 23.00 25.00 23.42
T10 26.00 12.00 26.20T11 21.00 96.00 22.60T12 28.00 23.00 28.38T13 25.00 29.00 25.48T14 22.00 27.00 22.45T15 24.00 10.00 24.17T16 21.00 55.00 21.92
PROMEDIO (seg) 23.98LONGITUD (m) 20
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
-0.80
-0.70
-0.60
-0.50
-0.40
-0.30
-0.20
-0.10
0.00
SECCION 1
PROGRESIVA
PRO
FUN
DIDA
DA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
-0.80
-0.70
-0.60
-0.50
-0.40
-0.30
-0.20
-0.10
0.00
SECCION 2
PROGRESIVA
PRO
FUN
DIDA
DA
CALCULO DEL CAUDALAREA PROMEDIO 2.083LONGITUD 20.000TIEMPO 23.984
CAUDAL (m3/s) 1.737
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
-0.80
-0.70
-0.60
-0.50
-0.40
-0.30
-0.20
-0.10
0.00
SECCION 2
PROGRESIVA
PRO
FUN
DIDA
DA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
-0.80
-0.70
-0.60
-0.50
-0.40
-0.30
-0.20
-0.10
0.00
SECCION 1
PROGRESIVA
PRO
FUN
DIDA
DA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
-0.80
-0.70
-0.60
-0.50
-0.40
-0.30
-0.20
-0.10
0.00
SECCION 2
PROGRESIVA
PRO
FUN
DIDA
DA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
-0.80
-0.70
-0.60
-0.50
-0.40
-0.30
-0.20
-0.10
0.00
SECCION 2
PROGRESIVA
PRO
FUN
DIDA
DA
DATOS SECCION 1
IDA (m) VUELTA (m) PROMEDIO AREA
0.00 -0.40 -0.41 -0.41 0.08 0.200.20 -0.42 -0.44 -0.43 0.09 0.200.40 -0.45 -0.46 -0.45 0.09 0.200.60 -0.48 -0.48 -0.48 0.10 0.200.80 -0.50 -0.49 -0.50 0.10 0.201.00 -0.48 -0.49 -0.49 0.10 0.201.20 -0.54 -0.51 -0.53 0.11 0.201.40 -0.55 -0.56 -0.55 0.11 0.221.60 -0.62 -0.65 -0.64 0.13 0.211.80 -0.69 -0.67 -0.68 0.14 0.202.00 -0.70 -0.71 -0.71 0.14 0.202.20 -0.72 -0.75 -0.74 0.15 0.202.40 -0.74 -0.75 -0.75 0.15 0.202.60 -0.74 -0.75 -0.75 0.15 0.202.80 -0.60 -0.65 -0.63 0.13 0.233.00 -0.50 -0.50 -0.50 0.10 0.243.20 -0.45 -0.47 -0.46 0.09 0.203.40 -0.40 -0.43 -0.42 0.08 0.213.60 -0.25 -0.28 -0.27 0.05 0.25
TOTAL = 2.07 3.97
DATOS SECCION 2
IDA (m) VUELTA (m) PROMEDIO AREA (m2)
0.00 -0.32 -0.30 -0.31 0.06 0.200.20 -0.32 -0.33 -0.33 0.07 0.200.40 -0.35 -0.35 -0.35 0.07 0.220.60 -0.42 -0.44 -0.43 0.09 0.210.80 -0.50 -0.49 -0.50 0.10 0.221.00 -0.58 -0.57 -0.58 0.11 0.211.20 -0.65 -0.64 -0.65 0.13 0.211.40 -0.69 -0.71 -0.70 0.14 0.201.60 -0.71 -0.72 -0.72 0.14 0.201.80 -0.70 -0.70 -0.70 0.14 0.202.00 -0.70 -0.71 -0.71 0.14 0.202.20 -0.70 -0.69 -0.70 0.14 0.202.40 -0.67 -0.66 -0.67 0.13 0.202.60 -0.65 -0.65 -0.65 0.13 0.202.80 -0.60 -0.65 -0.63 0.13 0.203.00 -0.57 -0.56 -0.57 0.11 0.213.20 -0.52 -0.54 -0.53 0.11 0.203.40 -0.44 -0.43 -0.44 0.09 0.223.60 -0.39 -0.37 -0.38 0.08 0.21
PROGRESIVA (m)
PERIMETRO (m)
PROGRESIVA (m)
PERIMETRO (m)
3.80 -0.31 -0.30 -0.31 0.06 0.214.00 -0.27 -0.28 -0.28 0.06 0.20
TOTAL = 2.10 4.33
ECUACION DE MANNING
Rugosidad n = 0.060Área (m2) A = 2.083Perímetro (m) P = 4.147Pendiente S = 0.006
Radio Hidraulico (m) R= 0.502
Velocidad (m/s) v = 0.825
Caudal (m3/s) Q = 1.718