2
circ. tub. L (m) D (m) sentido Q0 (m³/s) C H0 H0/Q0 q0 Q1(m³/s) H1 H1/Q1 I 1 100 0.1 1 0.004 100 0.5696 14.40 1.94!"04 4.19!"0# 0.61$ 14$.6 90 0.1 1 0.001 100 0.0#9# #9.#5 1.94!"04 1.19!"0# 0.0546 45.%5 # 1#0 0.1 "1 0.004 100 "0.%405 1$5.1# 1.94!"04 "#.$1!"0# "0.6%54 1%%.46 tot&' "0.1#15 #66.$$ 0.0010 #%1.4% II # 1#0 0.1 1 0.004 100 0.%405 1$5.15$ "1.$5!"04 #.$1!"0# 0.6%$# 1%%.$0 4 100 0.1 "1 0.004 100 "0.5696 14.4045 "1.$5!"04 "4.19!"0# "0.6194 14$.00 5 100 0.1 "1 0.001 100 "0.04#% 4#.%1%%5 "1.$5!"04 "1.19!"0# "0.0599 50.5 0.1% #%1.4$1 "0.0010 #%6.## circ. tub. L (m) D (m) sentido Q0 (m³/s) C H0 H0/Q0 q0 Q1(m³/s) H1 H1/Q1 I 1 600 0.5 #00 # #00 4 600

Cálculo Método Hardy-cross

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Cálculo Método Hardy-cross

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Plan1circ.tub.L (m)D (m)sentidoQ0 (m/s)CH0H0/Q0q0Q1(m/s)H1H1/Q1q1Q2H0H0/Q0I11000.110.0041000.5696142.401.94E-044.19E-030.6218148.26-1.40E-064.19E-038.12E-01193.662900.110.0011000.039339.351.94E-041.19E-030.054645.75-1.40E-061.19E-038.05E-0267.5131300.1-10.004100-0.7405185.131.94E-04-3.81E-03-0.6754177.46-1.40E-063.80E-03-8.90E-01-233.99total =-0.1315366.880.0010371.470.002127.18II31300.110.0041000.7405185.1258459922-1.85E-043.81E-030.6783177.801.44E-063.82E-030.679177.8641000.1-10.004100-0.5696142.4044969171-1.85E-04-4.19E-03-0.6194148.001.44E-06-4.18E-03-0.619147.9651000.1-10.001100-0.043743.7177482993-1.85E-04-1.19E-03-0.059950.521.44E-06-1.18E-03-0.06050.470.1272371.2480912086-0.0010376.339.55E-07376.29

circ.tub.L (m)D (m)sentidoQ0 (m/s)CH0H0/Q0q0Q1(m/s)H1H1/Q1q1Q2H0H0/Q0I16000.25230033004600

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