Calculos Pa Imprimir LABORATORIO07
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6. RESULTADOS Vertedero pared delgada b = Q (m3/s) H(m) H^(3/2) q (B.H) 0.00005 0.014 0.002 0.004 0.00009 0.019 0.003 0.006 0.00011 0.021 0.003 0.007 0.00014 0.024 0.004 0.009 0.00017 0.0266 0.004 0.011 Vertedero pared delgada b = Q (m3/s) H(m) H^(3/2) q (B.H) 0.00005 0.014 0.002 0.004 0.00009 0.019 0.003 0.006 0.00011 0.021 0.003 0.007 0.00014 0.024 0.004 0.009 0.00017 0.027 0.004 0.011 Promedio H(m) Y(m) Cw 0.014 0.07 0.626 0.019 0.07 0.631 0.021 0.07 0.634 0.024 0.07 0.637 0.027 0.07 0.640 Promedio 0.633 Q (m3/s) H(m) H^(3/2) q (B.H) Cw 0.00005 0.014 0.002 0.004 0.645 0.00009 0.019 0.003 0.006 0.642 0.00011 0.021 0.003 0.007 0.642 0.00014 0.024 0.004 0.009 0.642 0.00017 0.0266 0.004 0.011 0.640 Q (LTS/S) 0.577350269 7. RESULTADOS Vertedero pared gruesa b = Q (m3/s) H(m) H^(3/2) q (B.H) 0.00005 0.02 0.002 0.003 0.00021 0.04 0.008 0.014 0.00016 0.03 0.005 0.011 0.00011 0.03 0.004 0.007 0.00006 0.02 0.002 0.004
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Transcript of Calculos Pa Imprimir LABORATORIO07
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
