Sistema de agua
Transcript of Sistema de agua
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