DISEÑO HIDRAULICO DE LA RED DE DISTRIBUCION

Diseña el siguiente red de distribución para el dibujo

Hallaremos por el método de aéreas los caudales para cada tramo.-Encontramos las aéreas en programa de AUTOCAD

Q = 154 qu = 5.13214E-05

tramo Qi (l/s) Qi (m3) D (m) D (pulg) Dc (pulg) V ( m/s)

1 - 3 90 0.09 0.21409885 8.42908845 8 2.5

1 - 2 64 0.064 0.180544 7.1080315 7 2.5

2 - 4 50.65 0.05065 0.16061378 6.32337709 6 2.5

3 - 4 50 0.05 0.15957986 6.28267159 6 2.5

3 - 6 24.87 0.02487 0.11254623 4.43095408 4 2.5

4 - 6 25 0.025 0.11284 4.44251969 4 2.5

6 - 7 11.22 0.01122 0.07559438 2.97615664 3 2.5

4 - 5 28.88 0.02888 0.12128069 4.77483041 5 2.5

5 - 7 12.74 0.01274 0.08055227 3.17134924 3 2.5

tramo L (m) A (m2) Q

1 - 2 825 260068.08 13.3470494

1 - 3 1345 294744.42 15.12668657

3 - 4 982 590180.36 30.28886289

2 - 4 1418 321371.89 16.49324473

3 - 6 1675 225958.15 11.59648116

4 - 6 1581 527054.09 27.04913642

4 - 5 895 314399.61 16.13541779

6 - 7 795 228415.28 11.72258443

5 - 7 1258 238507.61 12.2405366

3000699.49 154

N° circuitodatos iniciales

tramo L (km) D (pulg) C Qo

I

1 - 2 0.825 7 150 -642 - 4 1.418 6 150 -50.654 - 3 0.982 6 150 503 - 1 1.345 8 150 90

II3 - 4 0.982 6 150 -504 - 6 1.581 4 150 -256 - 3 1.675 4 150 24.87

III

6 - 4 1.581 4 150 254 - 5 0.895 5 150 -28.885 - 7 1.258 3 150 -12.747 - 6 0.795 3 150 11.22

CICLO Itramo factor K Hf Hf/Qo ΔQ Q11 - 2 0.010246749 -22.4915333 0.35143021 -0.802434932 -63.19756512 - 4 0.037311204 -53.1265044 1.04889446 -0.802434932 -49.84756514 - 3 0.025838929 35.9227044 0.71845409 -0.802434932 50.80243493 - 1 0.008718337 35.9569054 0.39952117 -0.802434932 90.8024349

-3.73842788 2.51829993

3 - 4 0.025838929 -35.9227044 0.71845409 -1.599118393 -48.40088164 - 6 0.299681083 -115.57086 4.62283441 -1.599118393 -23.40088166 - 3 0.317498934 121.266955 4.87603359 -1.599118393 26.4691184

-30.2266092 10.2173221

6 - 4 0.299681083 115.57086 4.62283441 0.950274008 24.0497264 - 5 0.057226704 -28.8206341 0.99794439 0.950274008 -29.8302745 - 7 0.96796521 -107.256394 8.4188692 0.950274008 -13.6902747 - 6 0.611710923 53.5837398 4.77573438 0.950274008 10.269726

33.0775723 18.8153824

CICLO IItramo Q1 Hf Hf/Qo ΔQ Q21 - 2 -63.1975651 -21.9726152 0.34768136 -0.00080848 -63.19675662 - 4 -49.8475651 -51.5799082 1.03475281 -0.00080848 -49.84675664 - 3 50.8024349 36.9965216 0.72824308 -0.00080848 50.80324343 - 1 90.8024349 36.5522428 0.40254695 -0.00080848 90.8032434

-0.00375901 2.51322419

3 - 4 -48.4008816 -33.8261889 0.69887547 -0.0004754 -48.40040624 - 6 -23.4008816 -102.267805 4.37025438 -0.0004754 -23.40040626 - 3 26.4691184 136.085014 5.1412749 -0.0004754 26.4695938

-0.00897998 10.2104048

6 - 4 24.049726 107.575426 4.47304166 -0.00162931 24.05135534 - 5 -29.830274 -30.5995212 1.02578747 -0.00162931 -29.82864475 - 7 -13.690274 -122.524294 8.94973277 -0.00162931 -13.68864477 - 6 10.269726 45.4914856 4.42966888 -0.00162931 10.2713553

-0.05690327 18.8782308

CICLO IIItramo Q1 Hf Hf/Qo ΔQ Q21 - 2 -63.1967566 -21.9720952 0.34767758 -8.28083E-10 -63.19675662 - 4 -49.8467566 -51.5783605 1.03473855 -8.28083E-10 -49.84675664 - 3 50.80324342 36.9976108 0.72825293 -8.28083E-10 50.80324343 - 1 90.80324342 36.5528449 0.40254999 -8.28083E-10 90.8032434

-3.8501E-09 2.51321905

3 - 4 -48.4004062 -33.8255742 0.69886964 -6.55035E-11 -48.40040624 - 6 -23.4004062 -102.263962 4.37017891 -6.55035E-11 -23.40040626 - 3 26.46959379 136.089536 5.14135339 -6.55035E-11 26.4695938

-1.2373E-09 10.2104019

6 - 4 24.0513553 107.588909 4.47329924 -4.23129E-09 24.05135534 - 5 -29.8286447 -30.5964293 1.02573984 -4.23129E-09 -29.82864475 - 7 -13.6886447 -122.497319 8.9488274 -4.23129E-09 -13.68864477 - 6 10.2713553 45.5048386 4.43026623 -4.23129E-09 10.2713553

-1.4778E-07 18.8781327