Post on 09-Jul-2016
description
1 0.018 55.55555560.018
1.240.39 0.53379734
0.0025 0.05
1.84 M3/SEG
55.5555556 0.0180.53379734
0.05
1.48277039 1.482770391.24
4.9
0.25306122 0.7 0.4 1.52.2
1.24 0.7 4.91.8
21000
0.002
0.6
A= ?E= 0 0I = 2.7 1.35 1.1P = 7.52 1.88 0.68H = 0.2 0.6 0.2
3
A= 10.42 m2
V = Velocidad m/seg.D = Distancia mT = Tiempo seg
V=
M 1 M 2 M 3 M 4D = 20 20 20 20T = 47 59 61 41
V = 0.38 m/seg
A= 10.42 m2V = 0.38 m/segQ= 4.00769231 m3/seg
�=ℎ/3 +2 +4 ) (� � �
�=����E = ExtremosI = ImparesP = Pares
H = Divisiones
E 2
�=�/�
�=� � �
0.6 0.6 0.6 0.6
0.68 1.1 1.2
0.25
0.251.2
Promedio2052
2 3 4 5 E
D
s
s