• Author / Uploaded
• Luis Huaman Huaman

Citation preview

CALCULO HIDRAULICO SISTEMA DE AGUA POTABLE Y ALCANTARILLADO SANITARIO CON CONEXIONES DOMICILIARIAS ASOCIACION DE VIVIENDA LOS JARDINES DE LA JUSTICIA. Longitud Tramo

Caudal

(m)

(l/seg)

6-5

22.54

0.0600

5-4

49.33

0.1914

4-3

49.33

0.3228

3-2

49.33

0.4542

e1-8

51.64

0.1375

8-28

51.64

0.2751

7-9

37.50

0.0999

9-18

20.00

0.1531

18-29

51.61

0.2906

9-10

65.00

0.4231

10-11

65.00

0.5962

11-12

65.00

0.7694

12-13

65.00

0.9425

18-19

53.33

0.3920

19-20

53.33

0.5341

20-21

53.33

0.6761

21-22

50.00

0.8093

22-23

50.00

0.9424

17-16

49.33

0.1314

16-15

49.33

0.2628

15-14

49.33

0.3942

Tramo

AV ORION

CALLE

CALLE

ALAMEDA 1

ALAMEDA 2

ALAMEDA 3

Buzón

02 6 5 5 4 4 3 3 2 e1 8 8 28 7 9 9 18 18 29 9 10 10 11 11 12 12 13 18 19 19 20 20 21 21 22 22 23 17 16 16 15 15 14

Cota de Terreno

3323.201 3322.607 3322.607 3320.901 3320.901 3319.029 3319.029 3318.198 3323.252 3321.887 3321.887 3320.000 3322.387 3321.379 3321.379 3320.923 3320.923 3318.606 3321.379 3320.729 3320.729 3319.117 3319.117 3316.559 3316.559 3316.209 3320.923 3320.376 3320.376 3319.808 3319.808 3317.150 3317.150 3316.095 3316.095 3315.693 3320.800 3318.251 3318.251 3316.702 3316.702 3316.154

Altura

1.80 2.00 2.00 2.30 2.30 2.50 2.50 2.60 2.00 2.00 2.00 2.00 1.80 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.20 2.20 1.80 1.80 2.10 2.00 2.00 2.00 2.20 2.20 2.00 2.00 1.80 1.80 2.00 1.80 1.80 1.80 2.00 2.00 2.20

Cota Fondo Buzón

Diámetro

Pendiente

Pendiente

Pendiente

Comparación

(m.s.n.m)

(mm)

(m/m)

Minima

%0

Pendiente

192.2

0.0352

20.63

35.23

Ok

192.2

0.0407

11.96

40.66

193.2

0.0420

8.36

192.2

0.0189

192.2

3288.320 3321.401 3320.607 3320.607 3318.601 3318.601 3316.529 3316.529 3315.598 3321.252 3319.887 3319.887 3318.000 3320.587 3319.379 3319.379 3318.923 3318.923 3316.606 3319.379 3318.729 3318.729 3316.917 3316.917 3314.759 3314.759 3314.109 3318.923 3318.376 3318.376 3317.608 3317.608 3315.150 3315.150 3314.295 3314.295 3313.693 3319.000 3316.451 3316.451 3314.702 3314.702 3313.954

(Y/D)

Veloc.

Tensión Tractiva

Velocidad Critica

Verificación

%

(m/s)

(Pa)

(m/s)

Tirante

0.02131

2.1

0.36

0.95

0.98

Ok

Ok

0.03601

3.6

0.55

1.84

1.27

Ok

42.00

Ok

0.04565

4.6

0.66

2.42

1.43

Ok

7.97

18.87

Ok

0.0657

6.6

0.56

1.54

1.70

Ok

0.0264

13.97

26.43

Ok

0.03406

3.4

0.43

1.14

1.23

Ok

192.2

0.0365

9.34

36.54

Ok

0.044

4.4

0.60

2.02

1.40

Ok

192.2

0.0322

16.24

32.21

Ok

0.02783

2.8

0.42

1.13

1.11

Ok

192.2

0.0228

13.29

22.80

Ok

0.03717

3.7

0.42

1.07

1.29

Ok

192.2

0.0449

9.83

44.89

Ok

0.04299

4.3

0.65

2.42

1.38

Ok

192.2

0.0100

8.24

10.00

Ok

0.074

7.4

0.44

0.92

1.80

Ok

192.2

0.0279

7.01

27.88

Ok

0.06819

6.8

0.69

2.36

1.73

Ok

192.2

0.0332

6.22

33.20

Ok

0.07393

7.4

0.80

3.04

1.80

Ok

192.2

0.0100

5.66

10.00

Ok

0.10886

10.9

0.56

1.32

2.16

Ok

192.2

0.0103

8.54

10.26

Ok

0.07089

7.1

0.43

0.90

1.76

Ok

192.2

0.0144

7.39

14.40

Ok

0.07583

7.6

0.53

1.35

1.82

Ok

192.2

0.0461

6.61

46.09

Ok

0.06418

6.4

0.86

3.68

1.68

Ok

192.2

0.0171

5.95

17.10

Ok

0.08889

8.9

0.64

1.87

1.96

Ok

192.2

0.0120

5.61

12.04

Ok

0.1041

10.4

0.60

1.53

2.12

Ok

192.2

0.0517

10.75

51.67

Ok

0.02835

2.8

0.53

1.85

1.13

Ok

192.2

0.0355

7.58

35.46

Ok

0.04336

4.3

0.58

1.93

1.39

Ok

192.2

0.0152

7.07

15.16

Ok

0.06469

6.5

0.49

1.22

1.68

Ok

(Y/D)

CALCULO HIDRAULICO SISTEMA DE AGUA POTABLE Y ALCANTARILLADO SANITARIO CON CONEXIONES DOMICILIARIAS ASOCIACION DE VIVIENDA LOS JARDINES DE LA JUSTICIA. Longitud Tramo

Caudal

(m)

(l/seg)

27-26

49.33

0.1314

26-25

49.33

0.2628

25-24

49.33

0.3942

30-31

70.00

0.1864

31-32

70.00

0.3729

21-32

50.00

0.5060

32-45

58.02

1.0334

22-33

62.82

0.1673

33-46

62.82

0.3346

28-29

53.01

0.4163

29-43

56.55

0.8575

43-44

56.55

2.0415

44-45

56.55

2.5268

45-46

53.01

2.6679

46-47

53.02

2.8092

37-36

69.17

0.1842

36-35

69.17

0.3684

42-41

35.14

0.5936

41-40

66.00

0.7694

40-39

66.00

0.9452

50-49

66.00

0.1758

49-48

66.00

0.3516

Tramo

ALAMEDA 4

CALLE

CALLE VON

CALLE PEÑA

CALLE

CALLE

CALLE

CALLE

Buzón

27 26 26 25 25 24 30 31 31 32 21 32 32 45 22 33 33 46 28 29 29 43 43 44 44 45 45 46 46 47 37 36 36 35 42 41 41 40 40 39 50 49 49

Cota de Terreno

3320.696 3319.017 3319.017 3317.338 3317.338 3315.659 3318.649 3318.575 3318.575 3315.506 3317.150 3315.506 3315.506 3314.526 3316.095 3315.060 3315.060 3314.025 3320.000 3318.606 3318.606 3317.119 3317.119 3315.632 3315.632 3314.526 3314.526 3314.025 3314.025 3313.523 3321.000 3318.291 3318.291 3315.582 3320.244 3320.186 3320.186 3317.355 3317.355 3314.505 3319.243 3316.343 3316.343

Altura

1.80 1.80 1.80 2.00 2.00 2.15 1.50 2.20 2.20 2.00 2.00 2.00 2.00 2.40 1.80 2.50 2.50 2.50 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.40 2.40 2.50 2.50 2.65 1.80 2.00 2.00 2.90 1.40 1.80 1.80 2.00 2.00 2.80 1.80 2.00 2.00

Cota Fondo Buzón

Diámetro

Pendiente

Pendiente

Pendiente

Comparación

(Y/D)

Veloc.

Tensión Tractiva

Velocidad Critica

(m.s.n.m)

(mm)

(m/m)

Minima

%0

Pendiente

Verificación

%

(m/s)

(Pa)

(m/s)

3318.896 3317.217 3317.217 3315.338 3315.338 3313.509 3317.149 3316.375 3316.375 3313.506 3315.150 3313.506 3313.506 3312.126 3314.295 3312.560 3312.560 3311.525 3318.000 3316.606 3316.606 3315.119 3315.119 3313.632 3313.632 3312.126 3312.126 3311.525 3311.525 3310.873 3319.200 3316.291 3316.291 3312.682 3318.844 3318.386 3318.386 3315.355 3315.355 3311.705 3317.443 3314.343 3314.343

192.2

0.0340

11.65

34.04

Ok

Tirante

0.03135

3.1

0.46

1.35

1.18

Ok

192.2

0.0381

8.21

38.09

Ok

0.04261

4.3

0.60

2.04

1.37

Ok

192.2

0.0371

7.07

37.08

Ok

0.05215

5.2

0.67

2.42

1.52

Ok

192.2

0.0111

10.24

11.06

Ok

0.04866

4.9

0.35

0.67

1.47

Ok

192.2

0.0410

8.74

40.99

Ok

0.04956

5.0

0.68

2.54

1.48

Ok

192.2

0.0329

7.58

32.88

Ok

0.06055

6.1

0.70

2.48

1.63

Ok

192.2

0.0238

5.42

23.78

Ok

0.09236

9.2

0.78

2.69

2.00

Ok

192.2

0.0276

12.74

27.62

Ok

0.03704

3.7

0.46

1.29

1.28

Ok

192.2

0.0165

9.20

16.48

Ok

0.05859

5.9

0.48

1.20

1.61

Ok

192.2

0.0263

7.61

26.30

Ok

0.05816

5.8

0.61

1.91

1.60

Ok

192.2

0.0263

5.82

26.30

Ok

0.0824

8.2

0.76

2.67

1.89

Ok

192.2

0.0263

5.12

26.30

Ok

0.12517

12.5

0.99

3.97

2.31

Ok

192.2

0.0266

3.56

26.63

Ok

0.13829

13.8

1.06

4.41

2.42

Ok

192.2

0.0113

4.30

11.34

Ok

0.17441

17.4

0.80

2.32

2.69

Ok

192.2

0.0123

3.38

12.30

Ok

0.17533

17.5

0.83

2.53

2.70

Ok

192.2

0.0421

12.18

42.06

Ok

0.03506

3.5

0.55

1.86

1.25

Ok

192.2

0.0522

8.79

52.18

Ok

0.04649

4.6

0.74

3.04

1.43

Ok

192.2

0.0130

7.03

13.03

Ok

0.08173

8.2

0.53

1.31

1.89

Ok

192.2

0.0459

5.90

45.92

Ok

0.06837

6.8

0.89

3.89

1.73

Ok

192.2

0.0553

5.58

55.30

Ok

0.07219

7.2

1.01

4.94

1.78

Ok

192.2

0.0470

8.79

46.97

Ok

0.03338

3.3

0.57

1.98

1.22

Ok

192.2

0.0548

8.99

54.77

Ok

0.04492

4.5

0.74

3.09

1.41

Ok

(Y/D)

CALCULO HIDRAULICO SISTEMA DE AGUA POTABLE Y ALCANTARILLADO SANITARIO CON CONEXIONES DOMICILIARIAS ASOCIACION DE VIVIENDA LOS JARDINES DE LA JUSTICIA. Tramo

PASEO

PASEO

DESCARGA

Longitud Tramo

Caudal

(m)

(l/seg)

1-13

49.86

1.0753

13-23

20.00

1.1285

23-34

50.00

1.2617

34-38

50.00

4.2040

38-47

43.28

4.3193

47-51

63.89

4.4895

51-53

35.25

4.5833

53-b6

5.51

4.5980

2-14

50.00

1.9240

14-24

20.00

2.3714

24-35

50.00

2.8730

35-39

50.00

3.9513

39-48

50.00

4.4360

48-52

58.66

4.5923

52-54

36.98

4.6908

54-b6

8.54

4.7135

b1-b2

70.71

0.1883

b2-b3

70.71

0.3767

b3-b4

70.71

0.5650

b4-b5

70.71

0.7533

b5-b6

39.91

10.1711

Buzón

48 1 13 13 23 23 34 34 38 38 47 47 51 51 53 53 b6 2 14 14 24 24 35 35 39 39 48 48 52 52 54 54 b6 b1 b2 b2 b3 b3 b4 b4 b5 b5 b6

Cota de Terreno

3313.428 3318.147 3316.209 3316.209 3315.693 3315.693 3314.764 3314.764 3314.475 3314.475 3313.523 3313.523 3312.166 3312.166 3311.422 3311.422 3311.192 3318.198 3316.154 3316.154 3315.659 3315.659 3315.582 3315.582 3314.505 3314.505 3313.428 3313.428 3312.182 3312.182 3311.361 3311.361 3311.192 3318.168 3316.625 3316.625 3315.116 3315.116 3313.558 3313.558 3312.050 3312.050 3311.192

Altura

2.70 2.20 2.10 2.10 2.00 2.00 2.00 2.00 2.75 2.75 2.65 2.65 2.55 2.55 2.50 2.50 3.00 2.60 2.20 2.20 2.15 2.15 2.90 2.90 2.80 2.80 2.70 2.70 2.60 2.60 2.50 2.50 3.00 2.60 3.00 3.00 2.80 2.80 2.85 2.85 2.95 2.95 3.00

Cota Fondo Buzón

Diámetro

Pendiente

Pendiente

Pendiente

Comparación

(m.s.n.m)

(mm)

(m/m)

Minima

%0

Pendiente

192.2

0.0369

5.35

36.86

Ok

192.2

0.0208

5.20

20.80

192.2

0.0186

5.23

192.2

0.0208

192.2

3310.728 3315.947 3314.109 3314.109 3313.693 3313.693 3312.764 3312.764 3311.725 3311.725 3310.873 3310.873 3309.616 3309.616 3308.922 3308.922 3308.192 3315.598 3313.954 3313.954 3313.509 3313.509 3312.682 3312.682 3311.705 3311.705 3310.728 3310.728 3309.582 3309.582 3308.861 3308.861 3308.192 3315.568 3313.625 3313.625 3312.316 3312.316 3310.708 3310.708 3309.100 3309.100 3308.192

(Y/D)

Veloc.

Tensión Tractiva

Velocidad Critica

Verificación

%

(m/s)

(Pa)

(m/s)

Tirante

0.08471

8.5

0.92

3.84

1.92

Ok

Ok

0.09953

10.0

0.76

2.53

2.07

Ok

18.58

Ok

0.10792

10.8

0.76

2.44

2.15

Ok

2.80

20.78

Ok

0.18764

18.8

1.13

4.55

2.78

Ok

0.0197

2.77

19.69

Ok

0.1926

19.3

1.12

4.41

2.81

Ok

192.2

0.0197

2.93

19.67

Ok

0.19625

19.6

1.13

4.48

2.84

Ok

192.2

0.0197

3.93

19.69

Ok

0.19818

19.8

1.13

4.53

2.85

Ok

192.2

0.1325

3.81

132.49

Ok

0.12537

12.5

2.22

20.02

2.31

Ok

192.2

0.0329

4.61

32.88

Ok

0.11526

11.5

1.05

4.59

2.22

Ok

192.2

0.0223

4.36

22.25

Ok

0.14006

14.0

0.98

3.73

2.43

Ok

192.2

0.0165

3.72

16.54

Ok

0.16502

16.5

0.93

3.22

2.62

Ok

192.2

0.0195

2.88

19.54

Ok

0.18484

18.5

1.08

4.22

2.76

Ok

192.2

0.0195

2.94

19.54

Ok

0.19544

19.5

1.12

4.44

2.83

Ok

192.2

0.0195

2.77

19.54

Ok

0.19874

19.9

1.13

4.50

2.85

Ok

192.2

0.0195

2.66

19.50

Ok

0.20088

20.1

1.14

4.54

2.87

Ok

192.2

0.0783

3.85

78.34

Ok

0.14401

14.4

1.86

13.47

2.46

Ok

301.0

0.0275

8.63

27.48

Ok

0.02206

2.2

0.44

1.20

1.24

Ok

301.0

0.0185

8.70

18.51

Ok

0.03389

3.4

0.48

1.24

1.54

Ok

301.0

0.0227

7.19

22.74

Ok

0.03921

3.9

0.59

1.76

1.65

Ok

301.0

0.0227

6.28

22.74

Ok

0.04505

4.5

0.65

2.01

1.77

Ok

301.0

0.0228

1.85

22.75

Ok

0.15793

15.8

1.43

6.67

3.22

Ok

(Y/D)

CALCULO HIDRAULICO SISTEMA DE AGUA POTABLE Y ALCANTARILLADO SANITARIO CON CONEXIONES DOMICILIARIAS ASOCIACION DE VIVIENDA LOS JARDINES DE LA JUSTICIA. Tramo

b6-e2

Longitud Tramo

Caudal

(m)

(l/seg)

23.36

10.2333

Buzón

b6 e2

Cota de Terreno

3311.192 3309.911

Altura

3.00 2.15

Cota Fondo Buzón

Diámetro

Pendiente

Pendiente

Pendiente

Comparación

(m.s.n.m)

(mm)

(m/m)

Minima

%0

Pendiente

3308.192 3307.761

301.0

0.0185

1.84

18.45

Ok

(Y/D)

0.1666

(Y/D)

Veloc.

Tensión Tractiva

Velocidad Critica

Verificación

%

(m/s)

(Pa)

(m/s)

Tirante

16.7

1.33

5.68

3.30

Ok