Calculo hidraulico

CALCULO HIDRAULICO

CIRCUITO propio comun tramo

LONG (m)

Q l.p.s.

DIAMETRO (mm) hf hf/Q Q correc.

Q1 l.p.s. hf1 Q correc. Q2 correc

Q2 l.p.s. hf2 h comp piezom

cotas terreno C.D.clase de tuneria

517.486 14-13 13-12 12-11 11-10 10-19 19-20 20-21 21-22 73.87 80.87 81.78 135.86 49.05 70.56 90.5 111.3
16.0957 13.2477 9.5436 5.9207 10.1768 7.9988 5.705 3.2263

517.486482.000 481.200 481.000 480.000 480.900 480.600 480.200 480.000

0.000 35.234 35.863 35.991 36.965 35.631 35.619 35.894 36.090

A-5 A-5 A-5 A-5 A-5 A-5 A-5 A-5 A-5

150 150 150 150 100 100 100 1000.369 0.273 0.143 0.092 0.821 0.730 0.476 0.187

0.023 0.021 0.015 0.015 0.081 0.091 0.083 0.058

-2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371

13.80610.958 7.254 3.631 7.887 5.709 3.415 0.936

0.271 0.187 0.083 0.034 0.493 0.372 0.171 0.016

0.020 0.017 0.011 0.010 0.063 0.065 0.050 0.017

-0.486 -0.486 -0.486 -0.486 -0.486 -0.486 -0.486-0.486

13.320 10.472 6.768 3.145 7.401 5.223 2.929 0.450

0.252 0.171 0.072 0.026 0.434 0.311 0.126 0.004

0.252 0.171 0.072 0.026 0.434 0.311 0.126 0.004

517.234 517.063 516.991 516.965516.531 516.219 516.094 516.09025

3.091 14-33 33-32 32-31 31-30 30-29 29-28 28-27 27-26 26-25 25-24 24-23 23-22 52.16 10.57 44.69 79.4 29.06 71.38 77.6 57.92 72.02 56.13 65.72 93.01
-33.4118 -31.205-28.6686 -26.6148 -23.44 -20.4376 -14.8988 -12.54 -10.3634 -6.9799

1.627 0.002 0.000 0.002 0.003 0.001 0.002 0.022 0.014 0.014 0.008 0.006 0.005 0.455 -2.2899371 -2.2899371 -2.2899371 -2.2899371-2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -2.2899371 -35.702 -33.495 -30.959 -28.905 -25.730 -22.728 -17.189 -14.830 -12.653 -9.270 -7.110 -4.861 -0.082 -0.015 -0.053-0.082 -0.024 -0.046 -0.442 -0.245 -0.222 -0.093 -0.064 -0.042 -1.304 0.323 0.002 0.000 0.002 0.003 0.001 0.002 0.026 0.017 0.018 0.010 0.009 0.009 0.332 -0.486 -0.486 -0.486 -0.486 -0.486 -0.486...