calculo ramal (1)
TRANSCRIPT
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CALCULO DE UN RAMAL ABIERTO
CAUDAL DIAMETRO LONGITUD
TRAMO l/Seg M3/seg pulg m m
AB 10.50 0.0105000 6 0.15 110
BD 8.25 0.0082500 6 0.15 120
DE 6.75 0.0067500 6 0.15 40
EF 2.79 0.0027850 4 0.10 120
FG 1.38 0.0013750 4 0.10 40
GH 0.88 0.0008750 4 0.10 70
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C GRADIENTE PERDIDA COTA TERRENO Diferenci !e
"#en m/m m inicil $nl Ni%el m
110 0.00394476 0.43 1050.00 1028.00 22.00
110 0.00252387 0.30 1028.00 1020.00 8.00
110 0.00174051 0.07 1020.00 1013.00 7.00
110 0.00243394 0.29 1013.00 1013.00 0.00
110 0.00065868 0.03 1013.00 1015.00 -2.00
110 0.00028521 0.02 1015.00 1018.00 -3.00
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