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LIBRO UGARTE PROB 14 PAG 113
TUBERIAS EN PARALELO ECUACIONES
L D A RUGOSIDAD DENSIDAD3000 1 0.78539816 0.001 22000 0.667 0.349415 0.0001 24000 1.333 1.39556536 0.0008 2
LIBRO UGARTE PROB 14 PAG 113
TUBERIAS EN PARALELO ECUACIONES
L D A RUGOSIDAD DENSIDAD1000 1 0.78539816 0.001 25000 3 7.06858347 0.0001 26000 5 19.6349541 0.0008 2
Tubería
A-J 2000 0.3048 100 50 35B-J 5000 0.3048 100 35 35C-J 5000 0.3556 100 0 35
Longitud (m)
Diámetro (m)
CH-Wcota piezom
zi (m)ZJ
PIDEN DIAMETRO Y COTA DE J
Tubería H BOMBA
A-J 1350 0.9 100 0 2640 2637.71889por que B-J 1225 0.75 100 0 2635 2637.71889
C-J 1710 0.35 100 0 2610 2637.71889
Longitud (m)
Diámetro (m)
CH-Wcota piezom
zi (m)ZJ
^
VISCOSIDAD E/(3.7*D) C=62.4*D3/()l*viscos2) K=62.4*D*A2/L0.00003 0.0002702702703 23111111.1111111 0.01283048572141620.00003 4.05202804E-05 10287020.0506667 0.002540759314168120.00003 0.0001622027128 41055612.6413333 0.0405000079211882
^
VISCOSIDAD E/(3.7*D) C=62.4*D3/()l*viscos2) K=62.4*D*A2/L0.00003 0.0002702702703 69333333.3333333 0.03849145716424850.00003 9.009009009E-06 374400000 1.870684818182480.00003 4.324324324E-05 1444444444.44444 20.0476339397128
kij=
Q=Kij* (hf) ^0.54Zi-ZJ
hfKij
15 15 0.0201919811789098 0.08720 0 0.0123109432140991 0.0000
-35 35 0.0184664811354314 0.1259SUMA -0.03879482
hpi(m) Q
m3/s
PIDEN DIAMETRO Y COTA DE J
0
Q=Kij* (hf) ^0.54Zi+HB-ZJ
hfKij
2.28110957 2.2811095676107 0.430738033319022 0.6724-2.71889043 2.7188904323893 0.281012972698329 0.4823-27.7188904 27.718890432389 0.0316138401972755 0.1901
SUMA 0.00000000
hpi(m) Q
m3/s
2.51/*C0.5 hf Q V f Re0.0005221115597 21.355723392324 3.57677951281092 4.55409712 0.02141771 151803.2370.0007825803309 21.355723392324 1.71351416188138 4.9039513 0.01848002 109031.1840.0003917305596 21.355723392324 6.70970751440667 4.80787767 0.01921154 213630.031
sumatoria Q 12.000001189099DATO 12
2.51/*C0.5 hf Q V f Re0.0003014412495 20 6.0917846602434 7.75630113 0.02074461 258543.3710.0001297196599 20 54.0719166045521 7.64961139 0.01279638 764961.1396.604246885E-05 20 169.661330095189 8.64078059 0.01392924 1440130.1
sumatoria Q 229.825031359985DATO 12
AVRIGUAR EL SENTIDO DE FLUJO
A +1 O -1
11
-1
AVRIGUAR EL SENTIDO DE FLUJO
A +1 O -1
DATO Q1 0.55
-1 0.36-1 0.19
verificacion hf
verificacion hf