Post on 15-Jan-2016
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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