LABORATORIO: HIDRULICA DE CANALES

Prof. Eymard Blanco

GRUPO:

HORARIO:

NOMBREID:

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RESALTO HIDRULICO

RESALTO #123

DATOSAncho b (m)0,20,20,2

Q (m3/sg)0,004450,006010,00363

Y1 (m)0,01820,01850,018

Y2 (m)0,07470,06390,055EXPER

Lr (m)0,220,20,11

CLCULOSq (m/sg-m)0,02230,03010,0182

V1 (m/sg)1,222531,62431,0083

V2 (m/sg)0,29790,47030,3300

Fr12,89333,81292,3996

Tipo de resaltoOscilanteOscilanteDbil

Yc0,03700,04520,0323

Y2 calculado (m)0,06590,09090,0527TERICO

%error Y213,314329,72924,2801

M10,00290,00510,0020

M20,00350,00350,0021

%error M17,941232,34334,7091

E10,09440,15300,0698

E20,07920,07520,0606

DE0,01520,07780,0093

h16,057250,860713,2781

Lr1 (m)(USBR-1)0,338110,512650,24645TERICO

%error34,932760,986855,3665151,2859

Lr2 (m) (USBR-1)0,383640,350300,27044TERICO

%error42,654442,906059,3258144,8861

Lr3 (m) (Smetana)0,3390,27240,222TERICO

%error35,103226,578650,4505112,1323

Lr4 (m) (Safranez)0,31070,41620,2548TERICO

%error29,187351,943356,8347137,9654