1. DISEÑO HIDRAULICO DE LA RED DE DISTRIBUCION
Diseña el siguiente red de distribución para el dibujo
R Q = 1 5 4 l/s
1345 m N3
N1
16
825 m
982 m
75
m
N2 1381 m N6
1418 m N4
895 m
795 m
N5 N7
1258 m
Hallaremos por el método de aéreas los caudales para cada tramo.
-Encontramos las aéreas en programa de AUTOCAD
R
294744.42
260068.08
364222.21
225958.15
225958.15
321371.89
225958.15
301095.95
314399.61 228415.28
238507.61
Q= 154 qu = 5.13214E-05

2. 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
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

3. datos iniciales
N° circuito
tramo L (km) D (pulg) C Qo
1-2 0.825 7 150 -64
2-4 1.418 6 150 -50.65
I
4-3 0.982 6 150 50
3-1 1.345 8 150 90
3-4 0.982 6 150 -50
II 4-6 1.581 4 150 -25
6-3 1.675 4 150 24.87
6-4 1.581 4 150 25
4-5 0.895 5 150 -28.88
III
5-7 1.258 3 150 -12.74
7-6 0.795 3 150 11.22
CICLO I
tramo factor K Hf Hf/Qo ΔQ Q1
1-2 0.010246749 -22.4915333 0.35143021 -0.802434932 -63.1975651
2-4 0.037311204 -53.1265044 1.04889446 -0.802434932 -49.8475651
4-3 0.025838929 35.9227044 0.71845409 -0.802434932 50.8024349
3-1 0.008718337 35.9569054 0.39952117 -0.802434932 90.8024349
-3.73842788 2.51829993
3-4 0.025838929 -35.9227044 0.71845409 -1.599118393 -48.4008816
4-6 0.299681083 -115.57086 4.62283441 -1.599118393 -23.4008816
6-3 0.317498934 121.266955 4.87603359 -1.599118393 26.4691184
-30.2266092 10.2173221
6-4 0.299681083 115.57086 4.62283441 0.950274008 24.049726
4-5 0.057226704 -28.8206341 0.99794439 0.950274008 -29.830274
5-7 0.96796521 -107.256394 8.4188692 0.950274008 -13.690274
7-6 0.611710923 53.5837398 4.77573438 0.950274008 10.269726
33.0775723 18.8153824

4. CICLO II
tramo Q1 Hf Hf/Qo ΔQ Q2
1-2 -63.1975651 -21.9726152 0.34768136 -0.00080848 -63.1967566
2-4 -49.8475651 -51.5799082 1.03475281 -0.00080848 -49.8467566
4-3 50.8024349 36.9965216 0.72824308 -0.00080848 50.8032434
3-1 90.8024349 36.5522428 0.40254695 -0.00080848 90.8032434
-0.00375901 2.51322419
3-4 -48.4008816 -33.8261889 0.69887547 -0.0004754 -48.4004062
4-6 -23.4008816 -102.267805 4.37025438 -0.0004754 -23.4004062
6-3 26.4691184 136.085014 5.1412749 -0.0004754 26.4695938
-0.00897998 10.2104048
6-4 24.049726 107.575426 4.47304166 -0.00162931 24.0513553
4-5 -29.830274 -30.5995212 1.02578747 -0.00162931 -29.8286447
5-7 -13.690274 -122.524294 8.94973277 -0.00162931 -13.6886447
7-6 10.269726 45.4914856 4.42966888 -0.00162931 10.2713553
-0.05690327 18.8782308
CICLO III
tramo Q1 Hf Hf/Qo ΔQ Q2
1-2 -63.1967566 -21.9720952 0.34767758 -8.28083E-10 -63.1967566
2-4 -49.8467566 -51.5783605 1.03473855 -8.28083E-10 -49.8467566
4-3 50.80324342 36.9976108 0.72825293 -8.28083E-10 50.8032434
3-1 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 -48.4004062
4-6 -23.4004062 -102.263962 4.37017891 -6.55035E-11 -23.4004062
6-3 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 24.0513553
4-5 -29.8286447 -30.5964293 1.02573984 -4.23129E-09 -29.8286447
5-7 -13.6886447 -122.497319 8.9488274 -4.23129E-09 -13.6886447
7-6 10.2713553 45.5048386 4.43026623 -4.23129E-09 10.2713553
-1.4778E-07 18.8781327