calculos de resalto hidraulico
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8/16/2019 Calculos de Resalto Hidraulico
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ESALTE HIDRÁULIC
8/16/2019 Calculos de Resalto Hidraulico
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CANAL RECTANGULAR gravedad
b=20 cm 9.81
pendiente:2.8! 1."#
$AT%& 'ARA RE&ALT% ()$RAUL)C%
T)RANTE*var+a, *2 en-a/- dierente-,
) *m, 2*m, L/ngitd de3 re-a3t/*L, *m,
0.01 0.04 0.04
0.011 0.05# 0.1"
E=E16E2 71=) g1 tip/ de -a3t/1.1541 5.#824-a3t/ /-ci3ante
0.4519 .22"0-a3t/ /-ci3ante
; <
O
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*m-m, v1=1 v2=2
0.0155 1.5# 0.292
0.011" 1.0400 0.2#91
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