Kamasutra

Datos
Ancho del canal (b) = 75 mm =7.5 cm
Largo efectivo = 4500 mm = 450 cm = 4.5 m
Peso de agua recolectado (w) = 30 kg
Peso especifico del agua (ᴕ) = 1000 kg/m3
Datos del Caudal
Parámetro | 1 | 2 | 3 | 4 | 5 | Promedio |
Tiempo (sg) | 23.9 | 23.6 | 23.3 | 23 | 23.9 | 23.54 |

Datos del Tirante
Parámetro | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
N | -5 | 0 | 5 | 10 | 15 | 20 | 25| 30 | 35 | 40 |
Y (cm) | 5.10 | 3.94 | 3.89 | 3.10 | 2.34 | 2.20 | 2 | 1.83 | 1.75 | 1.58 |

Donde:
N: Numero de vueltas
Y: Es el tirante

Cálculos
Q = W/ᴕ.t
Calculo del Caudal
Q1 = 30 kg / (1000 kg /m3) (23.9 sg) = 1.25 x 10-3 m3/s
Q2 =30 kg / (1000 kg /m3) (23.6 sg) = 1.27 x 10-3 m3/s
Q3= 30 kg / (1000 kg /m3) (23.3 sg) = 1.28 x 10-3 m3/s
Q4= 30 kg / (1000 kg /m3) (23 sg) =1.30 x 10-3 m3/s
Q5= 30 kg / (1000 kg /m3) (23.9 sg) = 1.25 x 10-3 m3/s
Qprom = Q / 5 = 1.27 x 10-3 m3/s
Calculo de la Pendiente del Canal
S = (N*2.54)/4500
S1 = (-5*2.54)/4500 = -2.8 x 10-3
S2 = (0*2.54)/4500 = 0
S3 = (5*2.54)/4500 = 2.8 x 10-3
S4 = (10*2.54)/4500 = 5.64 x 10-3
S5 = (15*2.54)/4500 = 8.46 x 10-3
S6 = (20*2.54)/4500 = 11.28 x 10-3
S7 = (25*2.54)/4500 = 14.11 x 10-3
S8 =(30*2.54)/4500 = 16.93 x 10-3
S9 = (35*2.54)/4500 = 19.75 x 10-3
S10 = (40*2.54)/4500 = 22.57 x 10-3

Calculo del Área
A = b*y
A1 = (7.5 cm) (5.10 cm) = 38.25 cm2
A2 = (7.5 cm) (3.94 cm) = 29.55 cm2
A3 = (7.5 cm) (3.89 cm) = 29.18 cm2
A4 = (7.5 cm) (3.10 cm) = 23.25 cm2
A5 = (7.5 cm) (2.34 cm) = 17.55 cm2
A6 = (7.5 cm) (2.20 cm) = 16.50 cm2
A7 = (7.5 cm) (2.00 cm) = 15.00 cm2
A8 =(7.5 cm) (1.83 cm) = 13.73 cm2
A9 = (7.5 cm) (1.75 cm) = 13.13 cm2
A10 = (7.5 cm) (1.58 cm) = 11.85 cm2
Calculo de Velocidad
V = Q/A ; Q = Qprom
V1 = (1.27 x 10-3 m3/s) (100cm/m)3/(38.25 cm2) = 33.20 cm/s
V2 = (1.27 x 10-3 m3/s) (100cm/m)3/(29.55 cm2) = 42.98 cm/s
V3 = (1.27 x 10-3 m3/s) (100cm/m)3/(29.18 cm2) = 43.52 cm/s
V4 = (1.27 x 10-3 m3/s) (100cm/m)3/(23.25 cm2) = 54.62 cm/s
V5 =(1.27 x 10-3 m3/s) (100cm/m)3/(17.55 cm2) = 72.36 cm/s
V6 = (1.27 x 10-3 m3/s) (100cm/m)3/(16.50 cm2) = 76.97 cm/s
V7 = (1.27 x 10-3 m3/s) (100cm/m)3/(15.00 cm2) = 84.67 cm/s
V8 = (1.27 x 10-3 m3/s) (100cm/m)3/(13.73 cm2) = 92.50 cm/s
V9 = (1.27 x 10-3 m3/s) (100cm/m)3/ (13.23 cm2) = 95.99 cm/s
V10 = (1.27 x 10-3 m3/s) (100cm/m)3 /(11.85 cm2) = 107.17 cm/s
Calculo de la Energía
E = y +V2/2g
E1 = 5.10 cm + (33.20 cm/s)2/2(9.81 m/s2) (100 cm/m) = 5.66 cm
E2 = 3.94 cm + (42.98 cm/s)2/2(9.81 m/s2) (100 cm/m) = 4.88 cm
E3 = 3.89 cm + (43.52 cm/s)2/2(9.81 m/s2) (100 cm/m) = 4.86 cm
E4 = 3.10 cm + (54.62 cm/s)2/2(9.81 m/s2) (100 cm/m) = 4.62 cm
E5 = 2.34 cm + (73.36 cm/s)2/2(9.81 m/s2) (100 cm/m) = 5.08 cm
E6 = 2.20 cm + (76.97 cm/s)2/2(9.81 m/s2) (100 cm/m) = 5.22 cm
E7 = 2.00 cm+ (84.67 cm/s)2/2(9.81 m/s2) (100 cm/m) = 5.65 cm
E8 = 1.83 cm + (92.50 cm/s)2/2(9.81 m/s2) (100 cm/m) = 6.19 cm
E9 = 1.75 cm + (95.99 cm/s)2/2(9.81 m/s2) (100 cm/m) = 6.45 cm
E10 = 1.58 cm + (107.17 cm/s)2/2(9.81 m/s2) (100 cm/m) = 7.43 cm
Tablas de Resultado
Tabla del Caudal
Parámetro | 1 | 2 | 3 | 4 | 5 | Promedio |
Tiempo (sg) | 23.9 | 23.6 | 23.3 | 23 | 23.9 | 23.54 |
Q (m3/s) |1.25 x 10-3 | 1.27 x 10-3 | 1.28 x 10-3 | 1.30 x 10-3 | 1.25 x 10-3 | 1.27 x 10-3 |

Tabla de Energía
# | N | S | Y (cm) | A (cm2) | V (cm/s) | E (cm) |
1 | -5 | -2.80 x 10-3 | 5.10 | 38.25 | 33.20 | 5.66 |
2 | 0 | 0 | 3.94 | 29.55 | 42.98 | 4.88 |
3 | 5 | 2.80 x 10-3 | 3.89 | 29.18 | 43.52 | 4.86 |
4 | 10 | 5.64 x 10-3 | 3.10 | 23.25 | 54.62 | 4.62 |
5 | 15 | 8.46 x 10-3 | 2.34 |17.55 | 73.36 | 5.08 |
6 | 20 | 11.28 x 10-3 | 2.20 | 16.50 | 76.97 | 5.22 |
7 | 25 | 14.11 x 10-3 | 2.00 | 15.00 | 84.67 | 5.62 |
8 | 30 | 16.93 x 10-3 | 1.83 | 13.73 | 92.50 | 6.19 |
9 | 35 | 19.75 x 10-3 | 1.75 | 13.13 | 95.99 | 6.45 |
10 | 40 | 22.57 x 10-3 | 1.58 | 11.85 | 107.17 | 7.43 |

Desempeños de Comprensión
1. A partir de los resultados obtenidos graficar la curva de...