IOP Pipe Sizing for Fushing Water

咸水水箱入水 CAD圖上部 28地下total loading unit 180

urinal

0.004per position

total 0.424 !" #不考慮計入$

Brand pipe length 10M

每層4%C &8!" 1 Section 2 loading unit 3 Flow rate 4 Velocit 5 "ia!eter 6 Friction/! 7 #easured $i$e run 8 %7&0.2' ()ui*alent lengt+ ,or ,itting 9 %7-8' ross lengt+ 10 %96' Friction +ead 11 rogressi*e resistance +ead 12 Static +ead a*ailale 13 %1211' ead a*ailale at outlet

1 2

loading unit

3 4 5

Flow rate Velocit "ia!eter

6 7 8 %7&0.2' 9 %7-8' 10 %96' 11 12

28 1

26 5

25 7

23 9

Lu

180

2 8

172

4 8

164

6 8

156

8 8

148

10 8

L/s !/s !!

2 0.6 75

0.29 1 25

1.95 1.1 63

0.29 1 25

1.8 1 63

0.29 1 25

1.7 0.9 63

0.29 1 25

1.6 0.8 63

0.29 1 25

! ! !

0.007 6 1.2

0.007 8 1.6

0.023 4.5 0.9

0.007 8 1.6

0.022 4.5 0.9

0.007 8 1.6

0.02 4.15 0.83

0.007 8 1.6

0. 0 .0019 4.15 0.83

0. 0 .007 8 1.6

! !

7.2 0.0504

9.6 0.0672

5.4 0.1242

9.6 0.0672

5.4 0.1188

9.6 0.0672

4.98 0.0996

9.6 0.0672

4.98 0. 0.009462

9.6 0. 0.0672

! ! !

0.0504

0.1176   0.1746 5.5

0.2418   0.2934 9.5

0.3606   0.393 14

0.4602   0.402462 0.469662 18.15 22.3

5.3824

9.2582

13.6394

17.6898

Section Lu

12 8

L/s !/s !!

Friction/! #easured $i$e run ()ui*alent lengt+ ,or ,itting ross lengt+ Friction +ead ro gr gres si si* e resistance +ead Static +ead a*ailale

13 %1211' ead a*ailale at outlet

27 3

21 13

20 15

124

16 8

0.29 1 25

1.5 1.3 50

0.007 8

0.045 4.15

19 17

0.29 1 25

1.4 1.2 50

0.007 8

0.04 4.15

18 19

17 21

132

14 8

0.29 1 25

1.5 1.35 50

! !

0.007 8

0.05 4.15

! ! ! ! !

1.6 9.6 0.0672

0.83 1.6 0.83 1.6 0.83 1.6 0.83 1.6 0.83 4.98 9.6 4.98 9.6 4.98 9.6 4.98 9.6 4.98 0.249 0.0672 0.2241 0.0672 0.1992 0.0672 0.1992 0.0672 0.1992 0.718662   0.900462 0.967662   1.124562 1.191762   1.323762 1.390962   1.522962 1.590162   1.722162 26.45 30.6 34.75 38.9 43.05

!

25 25.73134

29.63234

116

18 8

21.83034

33.55824

108

20 8

100

0.29 1 25

1.4 1.2 50

0.29 1 25

1.35 1.15 50

0.007 8

0.04 4.15

0.007 8

0.04 4.15

37.50904

41.45984

Floor

1613

128

76

51

#ain $i$ "ia.

40

32

25

20

咸水水箱入水 CAD圖下部 28地下total loading unit 296 Brand pipe length 17M 22 11

140 1.56 1.4 50 0.05 4.15 0.83 4.98 0.249 0.651462

每層6%C &12!" 1 Section 2 loading unit 3 Flow rate 4 Velocit 5 "ia!eter 6 Friction/! 7 #easured $i$e run 8 %7&0.2' ()ui*alent lengt+ ,or ,itting 9 %7-8' ross lengt+ 10 %96' Friction +ead 11 rogressi*e resistance +ead 12 Static +ead a*ailale 13 %1211' ead a*ailale at outlet

22 8

1 2

loading unit

0.29 1 25

3 4 5

Flow rate Velocit "ia!eter

0.007 8

6 7

Friction/! #easured $i$e run

1.6 9.6 0.0672 1.789362 47.2

8 9 10 11 12

45.41064

13

28 1

27 3

26 5

25 7

23 9

Lu

296

2 12

284

4 12

272

6 12

260

8 12

248

L/s !/s !!

3 0.8 75

0.39 0.5 40

2.9 0.7 75

0.39 0.75 32

2.6 0.75 75

0.39 0.75 32

2.5 1.4 63

0.39 0.75 32

2.5 1.35 63

! ! !

0.012 6 1.2

0.011 17 3.4

0.012 4.5 0.9

0.031 17 3.4

0.011 4.5 0.9

0.031 17 3.4

0.04 4.15 0.83

0.031 17 3.4

0.038 4.15 0.83

! !

7.2 0.0864

20.4 0.2244

5.4 0.0648

20.4 0.6324

5.4 0.0594

20.4 0.6324

4.98 0.1992

20.4 0.6324

4.98 0.18924

! ! !

0.0864

0.3108   0.1512 5.5

0.7836   0.2106 9.5

0.843   0.4098 14

1.0422   0.59904 18.15

5.1892

8.7164

13.157

17.1078

Section Lu

12 12

L/s !/s !!

21 13

20 15

212

16 12

0.39 0.75 32

2.3 1.9 50

0.031 17

0.1 4.15

19 17

18 19

224

14 12

0.39 0.75 32

2.4 1.3 63

! !

0.031 17

0.034 4.15

%7&0.()ui*alent lengt+ ,or ,itting %7-8ross lengt+ %9 Friction +ead rogressi*e res istan ce + ead Static +ead a*ailale

! ! ! ! !

3.4 20.4 0.6324

0.83 3.4 0.83 4.98 20.4 4.98 0.16932 0 .6324 0.498 1.40574   0.94266 1.57506   1.44066 26.45 30.6

0.83 4.98 0.4482 2.07306   1.88886 34.75

0.83 3.4 4.98 20.4 0.3984 0.6324 2.52126   2.28726 2.91966 38.9 43.05

%12 ead a*ailale at outlet

!

25.04426

32.67694

36.37874

29.02494

200

18 12

188

20 12

0.39 0.75 32

2.1 1.7 50

0.39 0.75 32

2 1.65 50

0.39 0.75 32

0.031 17

0.09 4.15

0.031 17

0.08 4.15

0.031 17

3.4 20.4 0.6324

3.4 20.4 0.6324

40.13034

Floor

169

86

5

1

#ain $i$ "ia.

50

40

32

25

22 11

10 12

236

0.39 0.75 32

2.45 1.3 63

0.031 17 3.4

0.035 4.15 0.83

20.4 0.6324

4.98 0.1743

1.23144   0.77334 22.3

21.06856

17 21

176

22 12

1.9 1.6 50

0.39 0.75 32

0.07 4.15

0.031 17

0.83 4.98 0.3486 2.63586

3.4 20.4 0.6324 3.26826 47.2

43.93174

食水 CAD圖上部 28地下total loading unit 313 每層 3 'asin (1 sin) #5*6*$&8個'asin 1 2

Brand pipe length 6.5M Section

28 1

1層14!" 1層14!" 1* 1個+* 2個 27 3

26 5

25 7

23 9

loading unit

Lu

313

2 14

299

4 14

285

6 14

271

8 14

257

10 14

3 4 5

Flow rate Velocit "ia!eter

L/s !/s !!

3 1.4 54

0.39 1.2 22

2.8 1.3 54

0.39 1.2 22

2.7 1.2 54

0.39 1.2 22

2.6 0.9 54

0.39 1.2 22

2.55 1.1 54

0.39 1.2 22

6 7 8 %7&0.2'

Friction/! #easured $i$e run ()ui*alent lengt+ ,or ,itting

! ! !

0.045 6 1.2

0.1 6.5 1.3

0.035 4.5 0.9

0.1 6.5 1.3

0.034 4.5 0.9

0.1 6.5 1.3

0.03 4.15 0.83

0.1 6.5 1.3

0.028 4.15 0.83

0.1 6.5 1.3

9 %7-8' 10 %96'

ross lengt+ Friction +ead

! !

7.2 0.324

7.8 0.78

5.4 0.189

7.8 0.78

5.4 0.1836

7.8 0.78

4.98 0.1494

7.8 0.78

4.98 0.13944

7.8 0.78

! ! !

0.351

1.131 5.5

0.54

1.32   0.7236 9.5

1.5036   0.873 14

1.653   1.01244 18.15

1.79244 22.3

 

4.369

8.18

12.4964

16.497

20.50756

11 rogressi*e resistance +ead 12 Static +ead a*ailale 13 %1211' ead a*ailale at outlet

1 2

Section Lu

12 14

loading unit

3 4 5

Flow rate Velocit "ia!eter

L/s !/s !!

6 7

Friction/! #easured $i$e run

8 %7&0.2' 9 %7-8' 10 %96' 11 12

()ui*alent lengt+ ,or ,itting ross lengt+ Friction +ead rogressi*e resistance +ead Static +ead a*ailale

13 %1211' ead a*ailale at outlet

21 13

 

20 15

215

16 14

0.39 1.2 22

2.25 1 54

0.1 6.5

0.025 4.15

19 17

0.39 1.2 22

2.05 1.6 42

0.1 6.5

0.09 4.15

17 21

229

0.39 1.2 22

2.4 1.05 54

! !

0.1 6.5

0.028 4.15

! ! ! ! !

1.3 7.8 0.78

0.83 1.3 0.83 4.98 7.8 4.98 0.13944 0.78 0.1245 1.9269   1.28634 2.06634   1.41084 26.45 30.6

0.83 1.3 0.83 4.98 7.8 4.98 0.4482 0.78 0.3984 2.19084   1.85904 2.63904   2.25744 34.75 38.9

0.83 4.98 0.3486 3.03744   2.60604 43.05

!

24.5231

32.55916

40.01256

28.53366

201

18 14

18 19

14 14

187

20 14

173

0.39 1.2 22

1.9 1.5 42

0.39 1.2 22

1.8 1.4 42

0.1 6.5

0.08 4.15

0.1 6.5

0.07 4.15

1.3 7.8 0.78

36.26096

1.3 7.8 0.78

Floor

1613

128

76

5

#ain $i$ "ia.

42

35

28

22

食水 CAD圖下部 28地下total loading unit 333 1層15!" 每層 5 'asin #5*6*$&每層5'asin 3個sin) 1* 1個'asin 22 11

243

1 2

2.5 1.05 54

Brand pipe length 3M Section

28 1

27 3

1層14!"

26 5

25 7

23 9

loading unit

Lu

333

2 15

318

4 15

303

6 15

288

8 15

273

3 4 5

Flow rate Velocit "ia!eter

L/s !/s !!

3 1.4 54

0.38 1.1 22

2.8 1.3 54

0.38 1.1 22

2.7 1.2 54

0.38 1.1 22

2.65 1.2 54

0.38 1.1 22

2.6 1.1 54

0.027 4.15 0.83

6 7 8 %7&0.2'

Friction/! #easured $i$e run ()ui*alent lengt+ ,or ,itting

! ! !

0.045 4 0.8

0.1 3 0.6

0.04 4.5 0.9

0.1 3 0.6

0.039 4.5 0.9

0.1 3 0.6

0.035 4.15 0.83

0.1 3 0.6

0.031 4.15 0.83

4.98 0.13446

9 %7-8' 10 %96'

ross lengt+ Friction +ead

! !

4.8 0.216

3.6 0.36

5.4 0.216

3.6 0.36

5.4 0.2106

3.6 0.36

4.98 0.1743

3.6 0.36

4.98 0.15438

1.1469

11 rogressi*e resistance +ead 12 Static +ead a*ailale 13 %1211' ead a*ailale at outlet

! ! !

0.351

22 14

1 2

Section loading unit

0.39 1.2 22

3 4 5

Flow rate Velocit "ia!eter

0.1 6.5

6 7

1.3 7.8 0.78

8 %7&0.2' 9 %7-8' 10 %96' 3.38604   1 1 47.2 12 43.81396

 

Lu

12 15

L/s !/s !!

Friction/! #easured $i$e run ()ui*alent lengt+ ,or ,itting ross lengt+ Friction +ead rogressi*e resistance +ead Static +ead a*ailale

13 %1211' ead a*ailale at outlet

0.711   0.567 5.5

0.927   0.7776 9.5

1.1376   0.9519 14

1.3119   1.10628 18.15

4.789

8.573

12.8624

16.8381

21 13

20 15

228

16 15

0.38 1.1 22

2.25 1 54

0.1 3

0.025 4.15

19 17

18 19

243

14 15

0.38 1.1 22

2.4 1.05 54

! !

0.1 3

0.03 4.15

! ! ! ! !

0.6 3.6 0.36

0.83 4.98 0.1494 1.61568   1.40508 26.45

0.83 4.98 0.1245 1.76508   1.52958 30.6

0.83 4.98 0.4482 1.88958   1.97778 34.75

0.83 4.98 0.3984 2.33778   2.37618 38.9

2.73618 43.05

!

24.83432

28.83492

32.86042

36.56222

40.31382

0.6 3.6 0.36

213

18 15

198

20 15

0.38 1.1 22

2.1 1.6 42

0.38 1.1 22

2 1.5 42

0.38 1.1 22

0.1 3

0.09 4.15

0.1 3

0.08 4.15

0.1 3

0.6 3.6 0.36

0.6 3.6 0.36

0.6 3.6 0.36

*loor

1613

128

76

51

Main pip Dia.

42

35

28

22

22 11

10 15

258

0.38 1.1 22

2.5 1.05 54

0.1 3 0.6

0.03 4.15 0.83

3.6 0.36

4.98 0.1494

1.46628   1.25568 22.3

20.83372

17 21

183

22 15

1.8 1.5 42

0.38 1.1 22

0.07 4.15

0.1 3

0.83 4.98 0.3486 2.72478

0.6 3.6 0.36 3.08478 47.2

44.11522

+ 22