07 tubos paralelo (1)
DESCRIPTION
hidraulicaTRANSCRIPT
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TUBO1
TUBO2
Hf1 = Hf2
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EJER
CIC
IOS
EJEMPLO - 10
EN EL SISTEMA MOSTRADO CIRCULA UN CAUDAL DE 1 M3/SEG. CALCULAR LA PRESIÓN EN EL PUNTO C. CONSIDERE f = 0.02 PARA TODOS LOS TUBOS
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DESCRIPTION
hidraulicaTRANSCRIPT
TUBO1
TUBO2
Hf1 = Hf2
EJER
CIC
IOS
EJEMPLO - 10
EN EL SISTEMA MOSTRADO CIRCULA UN CAUDAL DE 1 M3/SEG. CALCULAR LA PRESIÓN EN EL PUNTO C. CONSIDERE f = 0.02 PARA TODOS LOS TUBOS