nuevo examen.xlsx

11
Y T AREA 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 22.21 2 100.00 0.013 8.48 282.23 0.120 0.112 14.83 3 100.00 0.013 8.48 282.23 0.120 0.112 14.83 4 141.42 0.009 8.48 282.23 0.120 0.075 31.40 4 100.00 0.009 8.48 282.23 0.120 0.075 22.21 4 100.00 0.013 8.48 282.23 0.120 0.112 14.83 5 100.00 0.012 8.48 282.23 0.120 0.099 16.79 5 100.00 0.009 8.48 282.23 0.120 0.075 22.21 5 100.00 0.013 8.48 282.23 0.120 0.112 14.83 6 100.00 0.017 8.48 282.23 0.120 0.139 11.96 6 100.00 0.013 8.48 282.23 0.120 0.112 14.83 7 141.42 0.009 8.48 282.23 0.120 0.075 31.40 7 100.00 0.008 8.48 282.23 0.120 0.070 23.87 7 100.00 0.013 8.48 282.23 0.120 0.105 15.95 8 100.00 0.009 8.48 282.23 0.120 0.073 22.74 8 100.00 0.013 8.48 282.23 0.120 0.110 15.19 8 100.00 0.012 8.48 282.23 0.120 0.100 16.65 9 100.00 0.012 8.48 282.23 0.120 0.100 16.65 9 141.42 0.009 8.48 282.23 0.120 0.075 31.40 Max tc 31.405 CUNET A LONGITUD CAUDAL velocidad

Upload: danniel

Post on 04-Dec-2015

214 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: nuevo examen.xlsx

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

Page 2: nuevo examen.xlsx

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

Page 3: nuevo examen.xlsx

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

Page 4: nuevo examen.xlsx

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

Page 5: nuevo examen.xlsx

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

Page 6: nuevo examen.xlsx

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

Page 7: nuevo examen.xlsx

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

Page 8: nuevo examen.xlsx

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

Page 9: nuevo examen.xlsx

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

Page 10: nuevo examen.xlsx

1X

0.72881356

678.728814