Details Of Installation

Small service pipe connections to street mains are usually made by drilling and then tapping with a pipe thread the street main. A brass corporation cock, a, Fig. 91, to which is connected the service pipe, d, is then screwed into the street main. When the service pipe is made of brass or wrought iron, a short length of lead pipe laid wavy, should be inserted to provide a flexible connection that will not be affected by a subsequent settlement of either the service pipe or the street main.

In some waterworks systems where the pressure is low the street main is drilled and a corporation cock driven instead of being screwed into the main. While this form of corporation cock is extensively used, it is not wholly satisfactory even for low pressure systems, and owing to the great liability of their leaking they should never be used where the street mains are subjected to high pressure. Connections to the water mains are made by an employee of the municipality or water company that owns the system. This is done while the mains are under pressure and is accomplished without the loss of water from the mains. It is made possible by the use of a drilling and tapping machine designed for the purpose.

The largest tap permitted by most water companies is 3/4 inch diameter; hence, when larger sizes of service pipes are required, connections for them must be made to the street main either by inserting a special fitting or by means of a multiple service connection as shown in

Fig. 92. With a moderate sized street main, connections for service pipes over 2 1/2 inches diameter should be made by means of a special fitting; for all smaller sizes of service pipes and for all sizes of service pipes when the water main is extremely large, connections may be made by means of a multiple connection. In calculating the number of branch services for a multiple connection allowance should be made for the greater amount of friction in small pipes. This is no inconsiderable item as the following will show: At the same velocity of flow, doubling the diameter of a pipe increases its capacity four times; but the same head or pressure will produce different velocities in pipes of different sizes or lengths, and doubling the diameter of a pipe when the pressure remains constant, increases the capacity of the pipe about six times, the difference being usually stated to vary as the square root of the fifth power of the diameter. The number of small pipes required to equal the capacity of a large one can be found in the above table of equation of pipes.

Details Of Installation 108

Fig. 91

Details Of Installation 109

Fig. 92

Table XXXVI - Equation Of Pipes - Standard Steam And Gas Pipes

Dia

1/2

3/4

1

1 1/2

2

2 1/2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

Dia.

1/2

2.27

4.88

15.8

31.7

52.9

96.9

205

377

620

918

1,292

1,767

2.488

3,014

3,786

4,904

5,927

7,321

8,535

9,717

1/2

3/4

2 60

2.05

6.97

14.0

23.8

42.5

90.4

166

273

405

569

779

1,096

1,328

1,668

2.161

2,615

3,226

3,761

4.282

3/4

1

7.55

2.90

3.45

6.82

11.4

20.9

44.1

81.1

133

198

278

380

536

649

815

1,070

1,263

1,576

1,837

2,092

1

11/2

24.2

9.30

3.20

1.26

3.34

6.13

13.0

23.8

39.2

58.1

81.7

112

157

190

239

310

375

463

539

614

1 1/2

2

54.8

21.0

7.25

2.26

1.67

3.06

6.47

11.9

19.6

29.0

40.8

55.8

78.5

95.1

119

155

187

231

269

307

2

2 1/2

102

.39.4

13.6

4.23

1.87

1.83

3.87

7.12

11.7

17.4

24.4

334

47.0

56.9

71.5

92.6

112

138

161

184

2 1/2

3

170

65.4

22.6

7.03

3.11

1.66

2.12

3.89

6.39

9.48

13.3

20.9

23.7

31.2

39.1

50.6

61.1

75.5

88.0

.100

3

4

376

144

49.8

15 5

6.87

3.67

2.21

1.84

8.02

4.48

6.30

8.61

12.1

14.7

18.5

23.9

28.8

85.7

41.6

47.4

4

5

686

263

90.9

28.3

12.5

6.70

4.03

1.83

1.65

2.44

8.43

4.69

6.60

8.00

10.0

13.0

15.7

194

22.6

25.8

5

6

1,116

429

148

46.0

20.4

10.9

6.56

2.97

1.63

1.48

2.09

2.85

4.02

4.86

6.11

7.91

9.56

11.8

13.8

15.6

6

7

1,707

656

226

70.5

31.2

16.6

10.0

4.54

2.49

1.51

1.41

1.93

2..71

3.28

4.12

5.34

6.45

7.97

9.31

10.6

7

8

2,435

936

322

101

44.5

23.8

14.3

6.48

8.54

2.18

1.43

1.85

1.93

2.33

2.92

8.79

457

5.67

6.60

7.52

8

9

3,335

1,281

440

,137

60.8

32.5

19.5

8.85

4.85

2.98

1.95

1.37

1.41

1.71

2.14

2.77

3.35

4.14

4.83

5.50

9

10

4,393

1,688

582

181

80.4

42.9

25.8

11.7

6.40

3.93

2.57

1.80

1.32

1.21

1.52

1.97

2.38

2.94

3 43

•3.91

10

11

5,642

2,168

747

233

103

55.1

33.1

15.0

8.22

5.05

3.31

2.32

1.70

1.28

1.86

1.63

1.88

2.43

2.83

3.22

11

12

7,087

2,723

988

293

129

69.2

41.6

18.8

10.3

6.34

4.15

2.91

2.18

1.61

1.26

1.30

1.57

1.98

2.26

258

12

13

8,657

3,326

1,146

358

158

84.5

50.7

23.0

12.6

7.75

5.07

3.56

2.60

1.98

1.53

1.22

1.21

1.49

1.74

1.98

13

14

10,600

4,070

1,403

438

193

103

62.2

28.2

15.4

9.48

6.21

4.35

3.18

2.41

1.88

1.50

1.22

124

1 44

1.64

14

15

12,824

4,927

1,698

530

234

125

753

34.1

18.7

11.5

7.52

5.27

3.85

2.92

2.27

1.81

1.48

1.21

1.17

1.35

15

16

14,978

5,758

1,984

619

274

146

88.0

39.9

21.8

13.4

8.78

6.15

4.51

3.41

2.66

2.12

1.73

1.42

1.18

1.14

16

17

17,537

6,738

2,322

724

320

171

103

46.6

25.6

15.7

10.3

7.20

5.27

3.99

3.11

2.47

2.03

1.66

1.37

1.17

18

20,327

7,810

2,691

840

371

198

119

54.1

29.6

18.2

11.9

8 85

6.11

4:63

3.60

2.87

235

1.92

1.59

1.36

1.16

20

26,676

10,249

3,532

1,102

487

260

157

70.9

38.9

23.9

15.6

10.9

8.02

6.07

4.73

8.76

3.08

2.52

2.08

1.78

1.52

24

42,624

16,376

5,644

1,761

778

416

250

113

62.1

38.2

25.0

17.5

12.8

9.70

7.55

6.01

4.92

4.02

8.32

2.84

2.43

30

75,453

28,990

9,990

3,117

1,378

736

443

201

110

67.6

44.2

31.0

22.7

17.2

13.4

10.7

8.72

7.14

5.88

5.03

4.30

30

120,100

46,143

15,902

4,961

2,193

1,172

705

319

175

108

70.4

49.3

36.1

27.3

21.8

16.9

18.9

11.3

987

8.01

6.85

42

177,724

68,282

23,531

7,341

3,245

1,734

1,044

473

259

159

104

73.0

53.4

40.5

31.5

25.1

20.5

16.8

13.9

11.9

10.1

48

249,351

95,818

33,020

10,301

4,554

2,434

1,465

663

368

223

146

102

75.0

56.8

44.2

35.2

28.8

23.5

19.4

16.6

14.2

Dia

1/2

3/4

1

1 1/2

2

2 1/2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17