6. RESULTADOS

Vertedero pared delgada b = 0.015

Q (m3/s) H(m) H^(3/2) q (B.H) q 0.00005 0.014 0.002 0.004 0.0040.00009 0.019 0.003 0.006 0.0060.00011 0.021 0.003 0.007 0.0070.00014 0.024 0.004 0.009 0.0090.00017 0.0266 0.004 0.011 0.010

Vertedero pared delgada b = 0.015

Q (m3/s) H(m) H^(3/2) q (B.H) Cw0.00005 0.014 0.002 0.004 0.7460.00009 0.019 0.003 0.006 0.8140.00011 0.021 0.003 0.007 0.8130.00014 0.024 0.004 0.009 0.8240.00017 0.027 0.004 0.011 0.887

Promedio 0.817

H(m) Y(m) Cw0.014 0.07 0.6260.019 0.07 0.6310.021 0.07 0.6340.024 0.07 0.6370.027 0.07 0.640

Promedio 0.633

Q (m3/s) H(m) H^(3/2) q (B.H) Cw q 0.00005 0.014 0.002 0.004 0.645 0.0030.00009 0.019 0.003 0.006 0.642 0.0050.00011 0.021 0.003 0.007 0.642 0.0060.00014 0.024 0.004 0.009 0.642 0.0070.00017 0.0266 0.004 0.011 0.640 0.008

Q (LTS/S) 0.087400.577350269

7. RESULTADOS

Vertedero pared gruesa b = 0.015

Q (m3/s) H(m) H^(3/2) q (B.H) q 0.00005 0.02 0.002 0.003 0.0030.00021 0.04 0.008 0.014 0.0130.00016 0.03 0.005 0.011 0.0090.00011 0.03 0.004 0.007 0.0070.00006 0.02 0.002 0.004 0.004

b = 0.015

Vertedero pared gruesaH(m) Y(m) Cw0.02 0.07 0.5860.04 0.07 0.5210.03 0.07 0.5430.03 0.07 0.5550.02 0.07 0.583

Promedio 0.558

Q (m3/s) H(m) H^(3/2) q (B.H) Cw q 0.00005 0.014 0.002 0.004 0.558 0.0030.00009 0.019 0.003 0.006 0.558 0.0040.00011 0.021 0.003 0.007 0.558 0.0050.00014 0.024 0.004 0.009 0.558 0.0060.00017 0.0266 0.004 0.011 0.558 0.007

Q (LTS/S) 0.38