Acueducto calculo de potencia
- 1. ≔
C 140
≔
Cvd 1.25
≔
L ⋅
4750 m
≔
Zb ⋅
140 m
≔
Za ⋅
112 m
≔
P ⋅
10000 hab
≔
Dot ⋅
⋅
250 Lt ――
dia
hab
diámetro en metro ≔
d 6
≔
D ―――
⋅
2.54 d
100
Caudal Medio
hb: hora de bombeo ＝16 h
≔
Qm ――――――
⋅
⋅
⋅
P Dot Cvd 24
⋅
⋅
16 86400 dia
→
Qm ⋅
54.253472222222222222 Lt
≔
Q ⋅
――
Qm
1000
―
1
Lt
≔
J ―――――
⋅
10.668 Q1.852
⋅
C1.852
D4.87
→
J 0.04880641366152909899885
≔
TDH +
-
Zb Za ⋅
J L
→
TDH ⋅
259.830464892263220244538 m
Potencia de la Bomba
≔
e 0.70
≔
P(
(ph)
) ――――
⋅
Qm TDH
⋅
76 e
→
P(
(ph)
) ⋅
⋅
264.975656193975356118439 Lt m
