nuevo examen.xlsx
TRANSCRIPT
Y T AREA velocidad Tc real
Q
(m) (m3/s) cm cm m2 m/s min
1 100.00 0.009 8.48 282.23 0.120 0.075 22.212 100.00 0.013 8.48 282.23 0.120 0.112 14.833 100.00 0.013 8.48 282.23 0.120 0.112 14.834 141.42 0.009 8.48 282.23 0.120 0.075 31.404 100.00 0.009 8.48 282.23 0.120 0.075 22.214 100.00 0.013 8.48 282.23 0.120 0.112 14.835 100.00 0.012 8.48 282.23 0.120 0.099 16.795 100.00 0.009 8.48 282.23 0.120 0.075 22.215 100.00 0.013 8.48 282.23 0.120 0.112 14.836 100.00 0.017 8.48 282.23 0.120 0.139 11.966 100.00 0.013 8.48 282.23 0.120 0.112 14.837 141.42 0.009 8.48 282.23 0.120 0.075 31.407 100.00 0.008 8.48 282.23 0.120 0.070 23.877 100.00 0.013 8.48 282.23 0.120 0.105 15.958 100.00 0.009 8.48 282.23 0.120 0.073 22.748 100.00 0.013 8.48 282.23 0.120 0.110 15.198 100.00 0.012 8.48 282.23 0.120 0.100 16.659 100.00 0.012 8.48 282.23 0.120 0.100 16.659 141.42 0.009 8.48 282.23 0.120 0.075 31.40
Max tc 31.405
CUNETA
LONGITUD
CAUDAL
DIAMETRO DE TUBERIA DE ALCANTARILLADO PLUVIAL
Coeficiente de Ma 0.010 Tr = 10 añosDiámetro16"
DISEÑO DE TUBERIA C = 0.45 Coeficiente de Manning (PVC) = 0.010C = 0.6
COTAS DE BUZONÁREA DRENADA ∑ C*A
To > Tf
Tc I V = Q/ATc (MIN) CALCULADO
Cot Entrada Cot Salida
2-3 41.00 40.9 100 0.10 0.1670 0.075222.21
14 42.00 0.009 6.698 16 0.069771 23.88822.21
3-6 40.9 40.52 141.42 0.27 0.7510 0.338014.12 23.888
38 34.00 0.032 9.034 16 0.2540 9.28038.01
4-5 40.55 40.54 100 0.01 0.25000 0.11259.43
10 43.00 0.013 12.105 16 0.1069 15.5869.43
5-6 40.54 40.52 100 0.02 1.16700 0.52529.43 15.586
25 38.00 0.055 18.085 16 0.4411 3.77825.02
6-10 40.52 38.6 141.42 1.36 2.5020 1.125914.120 33.450
48 31.00 0.097 10.114 16 0.7715 3.05547.57
7-8 40.64 40.38 100 0.26 0.2500 0.150019.960
20 40.00 0.017 7.124 16 0.1326 12.56619.96
8-9 40.38 40.18 100 0.20 1.2500 0.750019.960 12.566
33 36.00 0.075 13.154 16 0.5968 2.79232.53
9-10 40.18 38.6 100 1.58 1.6670 1.000219.96 15.359
35 35.00 0.097 9.841 16 0.7738 2.15435.32
10-E 681.64 672.8 31.95 27.67 4.5030 2.701847.57 3.055
51 30.00 0.225 7.883 16 1.7917 0.29750.62
TUB. ALCANTAR
ILLADOLONGITUD PENDIENTE
(s) %Q DISEÑO
(m3/s)DIÁMETRO(pulg) Ø
DIAME COMERC
(pulg)tf= L/V (min)
8/3
2/1312,0
S
QnD
COTA C 709.18 COTA I 702 COTA O 698.2COTA J 703.79 COTA P 688.53
COTA D 707.67 COTA K 697.45
13.57 1 3.06 1 4.3 110.24 X 1.63 X 2.1 X
X 0.75460575 X 0.53267974 X 0.48837209
50.94 1 29.08 19.23 X 19.15 X
X 0.18119356 X 0.6585282
50.94 1 CUNETA 19.23 X 14.3 1 50.26
9.03 X 7.87X 0.18119356
X 0.63146853 X12.33 1
3.9 X 709 709.631469
X 0.3163017CUNETA 2
21.28 1 50.26 114.35 X 7.87 X
X 0.67434211 X 0.15658575
17.51 1 709 709.156586 7049.44 X
X 0.5391205 CUNETA 519.92 1
16.75 1 11.42 X5.38 X
X 0.57329317X 0.32119403
707 707.573293 70118.38 1
3.1 X
CUNETA 6X 0.16866159 100.67 1
6.28 X25.69 120.24 X X 0.06238204
X 0.7878552 704 704.062382 701
2.73 1 CUNETA 71.24 X 29.9 1
10.78 XX 0.45421245
X 0.36053512
703 703.360535 699
CUNETA 421.33 119.48 X
X 0.9132677
708 708.913268
CUNETA 813.72 1
6.34 X
X 0.46209913
709 709.462099
CUNETA 951.79 1
2.8 X
X 0.05406449
704 704.054064
CUNETA 1056.41 1
9.92 X
X 0.17585534
703 703.175855
CUNETA 11
702
CUNETA 1220.83 1
4 X
X 0.19203072
699 699.192031
CUNETA 1314.43 1
4.24 X
X 0.29383229
703 703.293832
CUNETA 1414.92 1
5.59 X
X 0.37466488
703 703.374665
CUNETa15 699.07 695cuneta16 699.41 694.27CUNETa17 696.91 687.63CUNETa18 687.67 678.73CUNETa19 693.2 679CUNETa20 686.88 677CUNETa35 681.57 672CUNETa36 676.66 672CUNETa32 687.05 684CUNETa33 688.3 684CUNETa34 687 683.26CUNETa21 691.26 689
CUNETa31 691.26 687.1822 696.4 69423 697.12 69424 693.65 69325 693.24 692.2526 697.57 697.3627 697.5 69428 693.25 682.5629 682 67830 692 677
1X
0.15658575
709.156586
33.32 110.54 X
X 0.31632653
704.316327
3.03 10.48 X
X 0.15841584
701.158416
3.03 10.63 X
X 0.20792079
701.207921
6 13.85 X
X 0.64166667
699.641667
20.23 112.57 X
X 0.62135442
707 707.621354
4.69 12.77 X
X 0.59061834
702 702.590618
6.21 11.19 X
X 0.19162641
702 702.191626
14.33 16.01 X
X 0.41939986
698 698.4194
13.7 15.16 X
X 0.37664234
698 698.376642
19.65 16.54 X
X 0.33282443
699 699.332824
CUNETA 17.75 1 4.92 1 4.13
4.07 X 3.23 X 3.01
X 0.22929577 X 0.65650407 X
699 699.229296 676 676.656504 678
1X
0.72881356
678.728814