CALCULO DE CAUDALES

1). GRIFO 1 = 12Lt/minGRIFO 2 = 1,3Lt/segGRIFO 3 = 20Lt7/3seg

VOLUMEN?, TIEMPOS? , SUMA DE TIEMPOS?

VOLUMEN1" ---------------0,0254m X= ( 0,0254m)(150")150"------------ X = 3,81m

1 Yarda ---------- 1,1m X= (1,1m)(3Yardas)3 yardas---------- X = 3,3m

VOLUMEN = V= A.B.hV= (3,8m)(3.3m)(2,5m) 1m3 ----------------- 1000Lt = 31,4325m3 31,4325m3---------X X = (31,4325m3)(1000Lt) = 31432,5Lt

GRIFO 1 = 12Lt/min12Lt ---------------- 1min X= (31432,5 Lt)(1min)/12Lt31432,5 Lt -------- X = 2619,37 min 2619,37/60 Seg = 43,65Seg

GRIFO 2 = 1,3 Lt/Seg1,3Lt --------------- Seg X= (31432,5Lt)(1Seg)/1,3Lt31432,5 Lt -------- X = 24178,84 Seg

GRIFO 3 = 20Lt / 3Seg20Lt --------------- 3Seg X= (31432,5Lt)(3Seg)/20Lt31432,5 Lt ------- X = 4714,87 3Seg 4714,87/3 = 1571,62 Seg

GRIFO 1 + GRIFO 2 + GRIFO 3 43,65 Seg + 24178,84 Seg + 1571,62 Seg = 25794,11 Seg

PLANO

1) DIAMETRO = 1/2 "

2) MATERIAL = COBRE Cu - f

3) ANCLAJES = CHAZO PUNTILLA 1/4"

4) ARTEFACTOS = ESTUFA INDURAMA 15.7 KW

5)VALVULA = VALVULA -BOLA -HEMBRA- HEMBRA - MARIPOSA 1/2"C6)CENTRO DE MEDICIONMEDIDOR

N IV 1035173