Vertederos
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Transcript of Vertederos
TIPO DE VERTEDERO MODELO NÚMERO DE PRUEBAVolumen m3 tiempo
PRUEBA 01 0.0004700 1.98PRUEBA 02 0.0005180 2.33PRUEBA 03 0.0005420 2.34PRUEBA 04 0.0005050 2.36PRUEBA 05 0.0003080 1.37
VERTEDERO RECTANGULAR
CAULDA (l/s) CAUDAL(m3/s) ANCHO DE CRESTA (m)tirane
20 0.237 0.000237
0.00319.5 0.222 0.00022219 0.232 0.00023219 0.214 0.00021419 0.225 0.000225
CARGA HIDRAULICA (m)
0.0200 9.4735
9.62970.0195 9.21600.0190 9.98330.0190 9.22290.0190 9.6899
COEFICIENTE DE DESCARGA (Cd)
PROMEDIO DE (Cd)
Y = 0.0247X + 0.0054 98.85%
ECUACIÓN MATEMÁTICA
(%) DE EXACTITUD
0.21 0.215 0.22 0.225 0.23 0.235 0.240.01840.01860.0188
0.0190.01920.01940.01960.0198
0.020.0202
f(x) = 0.0296478504594321 x + 0.0125988989464338R² = 0.351986146320196
CAUDAL (L/S)
CARG
A HI
DRAU
LICA
CAUDAL (L/S)
0.1 0.2 0.3 0.4 0.5 0.6 0.70
0.005
0.01
0.015
0.02
0.025
0.03
0.035
f(x) = 0.0287823102044712 x + 0.0106605018658821R² = 0.978693083018029
CAUDAL (L/S)
CARG
A HI
DRAU
LICA
0.21 0.215 0.22 0.225 0.23 0.235 0.240.01840.01860.0188
0.0190.01920.01940.01960.0198
0.020.0202
f(x) = 0.0296478504594321 x + 0.0125988989464338R² = 0.351986146320196
CAUDAL (L/S)
CARG
A HI
DRAU
LICA
CAUDAL (L/S)
0.1 0.2 0.3 0.4 0.5 0.6 0.70
0.005
0.01
0.015
0.02
0.025
0.03
0.035
f(x) = 0.0287823102044712 x + 0.0106605018658821R² = 0.978693083018029
CAUDAL (L/S)
CARG
A HI
DRAU
LICA