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ESALTE HIDRÁULIC

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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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