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Proposition d'un système d'alimentation en eau potable d'une agglomeration peri-urbaine


par Hervé EDIDI
Université de Kinshasa, Faculté polytechnique - Ingénieur Civil des Constructions 2016
Dans la categorie: Sciences
   
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Annexe II.4 : Dimensions corrigés de conduites de distribution

100

Annexe II.5-a : L'état des noeuds-simulation (2) 2047 (à 06h00)

ID Noeud

Altitude

(m)

Demande
(LPS)

Pression

(m)

Noeud N1

464

0.2

15.43

Noeud N2

461

0.37

18.49

Noeud N3

467

0.37

12.65

Noeud N4

457

0.33

22.36

Noeud N5

467

0.33

13.16

Noeud N6

456

0.4

22.85

Noeud N7

463

0.59

16.02

Noeud N8

463

0.34

17.2

Noeud N9

469

0.65

9.02

Noeud N10

466

0.46

13.67

Noeud N11

468

0.67

10.58

Noeud N12

468

1.25

8.62

Noeud N13

466

0.73

11.89

Noeud N14

463

1.35

13.69

Noeud N15

464

1.46

11.69

Noeud N16

449

1.43

24.41

Noeud N17

459

0.38

16.01

Noeud N18

457

0.16

17.97

Noeud N19

439

0.71

35.74

Noeud N20

435

0.71

39.5

Noeud N21

433

0.93

36.56

Noeud N22

432

1.02

38.49

Noeud N23

430

1

15.12

Noeud N24

421

0.93

25.9

Noeud N25

423

0.75

38.4

Noeud N26

426

0.39

35.32

Noeud N27

428

2.1

34.39

Noeud N28

428

0.44

40.27

Noeud N29

431

0.7

37.3

Noeud N30

422

1.08

31.25

Noeud N31

419

1.11

28.98

Noeud N32

411

0.99

36.38

ID Noeud

Altitude (m)

Demande
(LPS)

Pression (m)

Noeud N34

394

0.37

24.16

Noeud N35

395

0.81

28.23

Noeud N36

381

0

27.66

Noeud N37

361

2.17

37.51

Noeud N38

400

0.76

12.44

Noeud N39

413

1.27

25.17

Noeud N40

407

0.5

66.37

Noeud N41

424

1.64

20.32

Noeud N42

418

1.13

26.23

Noeud N43

410

1.31

34.18

Noeud N44

428

0.55

15.66

Noeud N45

432

0.33

12.06

Noeud N46

431

0.69

12.73

Noeud N47

448

0.69

21.84

Noeud N48

407

1.08

7.69

Noeud N49

395

0.72

7.33

Noeud N50

383

0.43

17.57

Noeud N51

386

0.43

14.75

Noeud N52

377

0.11

23.73

Noeud N53

421

0.88

26.19

Noeud N54

417

0.85

30.54

Noeud N55

453

0.89

19.18

Noeud N56

388

2.08

11.6

Noeud N57

406

1.59

6.45

Noeud N58

441

0.74

4.8

Noeud N59

389

0.37

28.31

Noeud N60

437

2.31

37.57

Noeud N61

468

0

12.4

Noeud N35'

396

0

72.23

Noeud N38'

399

0

48.44

Noeud N41'

427

0

47.32

Bâche 1

480.5

-50.2

0

EDIDI HERVE mémoire de fin d'études UNIKIN 2015-2016

Annexe II.5-b : L'état des conduites-simulation (2) 2047 (à 06h00)

ID Arc

Longueur (m)

Diamètre (mm)

Rugosité

Débit
(LPS)

Vitesse
(m/s)

Pert.Charg (m/km)

Tuyau C1

210

50

150

0.20

0.1

0.3

Tuyau

96

75

150

1.42

0.32

1.66

Tuyau C3

200

75

150

0.86

0.19

0.64

Tuyau C4

96

50

150

1.18

0.6

8.36

EDIDI HERVE mémoire de fin d'études UNIKIN 2015-2016

101

Tuyau C5

204

75

150

1.80

0.41

2.53

Tuyau C6

5

75

150

3.30

0.75

7.63

Tuyau C7

239

150

150

15.74

0.89

4.95

Tuyau C8

70

50

150

0.60

0.3

2.39

Tuyau C9

222

75

150

1.71

0.39

2.3

Tuyau C10

20

150

150

19.38

1.1

9.97

Tuyau C11

295

75

150

1.90

0.43

2.8

Tuyau C13

687

50

150

0.50

0.25

1.65

Tuyau C14

232

150

150

14.54

0.82

4.28

Tuyau C15

380

50

150

0.67

0.34

2.89

Tuyau C16

35

150

150

30.82

1.74

20.74

Tuyau C17

283

150

150

15.80

0.89

4.95

Tuyau C18

108

150

150

29.69

1.68

16.56

Tuyau C19

151

75

150

3.33

0.75

7.95

Tuyau 0

413

50

150

0.14

0.07

0.15

Tuyau 1

47

150

150

12.61

0.71

3.67

Tuyau 2

376

75

150

1.85

0.42

2.64

Tuyau 3

213

150

150

14.68

0.83

4.38

Tuyau 4

372

150

150

25.63

1.45

12.02

Tuyau 5

240

150

150

13.98

0.79

3.97

Tuyau 6

94

50

150

1.09

0.56

7.25

Tuyau 7

210

50

150

0.16

0.08

0.21

Tuyau 8

254

50

150

0.55

0.28

2.02

Tuyau 9

86

50

150

0.66

0.33

2.81

Tuyau C30

250

50

150

0.89

0.45

4.94

Tuyau C31

43

75

150

3.70

0.84

10.24

Tuyau C32

93

75

150

1.97

0.44

3.02

Tuyau C33

696

75

150

2.65

0.6

5.14

Tuyau C34

198

150

150

15.42

0.87

4.72

Tuyau C35

363

150

150

20.65

1.17

8.05

Tuyau C36

312

50

150

0.74

0.38

3.51

Tuyau C38

789

50

150

2.71

1.38

38.32

Tuyau C39

291

50

150

1.00

0.51

6.09

Tuyau C40

8

50

150

2.68

1.36

37.24

Tuyau C41

292

50

150

3.07

1.56

48.63

Tuyau C42

71

50

150

0.39

0.2

1.08

Tuyau C43

233

150

150

16.45

0.93

5.38

Tuyau C44

113

50

150

0.49

0.25

1.6

Tuyau C45

244

50

150

2.10

1.07

24.1

Tuyau C47

149

75

150

7.45

1.69

35.36

Tuyau C48

117

75

150

2.63

0.6

5.17

Tuyau C49

295

75

150

1.15

0.26

1.11

Tuyau C51

400

50

150

1.59

0.81

14.28

EDIDI HERVE mémoire de fin d'études UNIKIN 2015-2016

102

Tuyau C52

40

50

150

1.91

0.97

21.22

Tuyau C53

398

50

150

2.17

1.11

25.5

Tuyau C54

66

50

150

3.87

1.97

76.91

Tuyau C56

70

150

150

4.27

0.24

0.46

Tuyau C57

667

50

150

2.95

1.5

45

Tuyau C58

385

50

150

2.08

1.06

23.52

Tuyau C59

250

50

150

2.78

1.41

40.46

Tuyau C60

96

50

150

4.25

2.16

90.11

Tuyau C61

273

50

150

0.97

0.5

5.8

Tuyau 62

165

50

150

0.11

0.05

0.1

Tuyau C63

133

50

150

0.43

0.22

1.3

Tuyau C64

430

50

150

1.08

0.55

7.02

Tuyau C65

544

50

150

3.39

1.73

58.34

Tuyau C66

646

50

150

1.27

0.65

9.38

Tuyau C67

990

75

150

6.95

1.57

30.55

Tuyau C69

66

150

150

5.25

0.3

0.68

Tuyau C70

62

150

150

7.98

0.45

1.5

Tuyau C71

260

50

150

0.55

0.28

2.01

Tuyau C72

214

50

150

0.33

0.17

0.8

Tuyau C73

195

50

150

0.69

0.35

3.04

Tuyau C12

10

200

150

50.20

1.6

9.92

Tuyau C55

462

150

150

1.74

0.1

0.08

Tuyau C50

595

50

150

0.14

0.07

0.16

Tuyau C68

906

150

150

3.35

0.19

0.27

Tuyau C37

103

50

150

4.21

2.14

88.3

Tuyau C46

192

75

150

11.48

2.6

78.4

Vanne PBV-

1

Sans Valeur

150

Sans Valeur

1.73

0.1

45

Vanne PBV-

2

Sans Valeur

50

Sans Valeur

0.14

0.07

35

Vanne PBV-

3

Sans Valeur

150

Sans Valeur

3.35

0.19

30

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