Clear

Pipa Lurus

Bukaan katup V(m3) t1 (S) t2 (S) t3 (S) t rata-rata (S) h1 (mm) h1 (m)I 0.01 40.84 40.69 40.76 40.7633333333 45 0.045II 0.01 24.93 24.32 24.61 24.62 130 0.13III 0.01 16.77 16.48 16.58 16.61 290 0.29IV 0.01 15.93 15.12 15.23 15.4266666667 335 0.335V 0.01 13.4 13.15 13.62 13.39 380 0.38

0

10000

20000

30000

40000

50000

60000

70000

21502.4854211956

35601.6645296237

52770.1975147101

56818.0411010805

65460.2674174261

v (m/s)

Re

Pipa Lurus

h2 (mm) h2 (m) ρ(kg/m3) μ(kg/m.s) d (mm) d (m) A(m2) π30 0.03 996.59 0.000852 17 0.017 0.000226865 3.1490 0.09 996.59 0.000852 17 0.017 0.000226865 3.14210 0.21 996.59 0.000852 17 0.017 0.000226865 3.14250 0.25 996.59 0.000852 17 0.017 0.000226865 3.14285 0.285 996.59 0.000852 17 0.017 0.000226865 3.14

0

10000

20000

30000

40000

50000

60000

70000

21502.4854211956

35601.6645296237

52770.1975147101

56818.0411010805

65460.2674174261

v (m/s)

Re

0

100

200

300

400

500

600

700

800

900

1000

146.49873

390.66328

781.32656830.15947

927.82529

v (m/s)

Pv

Pipa Lurus

Re Jenis aliran L (m) v (m/s) f Q (m3/s) Pv cal21502.4854212 Turbulen 0.8 1.08134134922785 0.0260954576 0.000245318505 715.513994813535601.66452962 Turbulen 0.8 1.7903768426357 0.0230048553 0.000406173842 1729.16328447552770.19751471 Turbulen 0.8 2.65376748137815 0.0208492244 0.00060204696 3443.04924056656818.04110108 Turbulen 0.8 2.85733002586588 0.0204675339 0.000648228176 3918.44651610365460.26741743 Turbulen 0.8 3.2919400945251 0.0197557098 0.00074682599 5020.235388599

0

0.1

0.2

0.3

0.4

0.5

0.6

0.0732614536808826

0.177048970097708

0.352533695059977

0.401209605991459

0.514021731307777

v (m/s)

hv

Pipa Lurus

Pv meas hv cal hv meas g (m/s) P1 P2 hl146.49873 0.073261453680883 0.015 9.8 439.49619 292.99746390.66328 0.177048970097708 0.04 9.8 1269.65566 878.99238781.32656 0.352533695059977 0.08 9.8 2832.30878 2050.98222830.15947 0.401209605991459 0.085 9.8 3271.80497 2441.6455927.82529 0.514021731307777 0.095 9.8 3711.30116 2783.47587

Pembesaran penampang

Bukaan katup t1 (s) t2 (s) t3 (s) t rata-rata (s) V(m3)I 27.17 27.39 27.34 27.3 0.01II 16.23 16.88 16.32 16.476666667 0.01III 14.36 14.43 14.44 14.41 0.01IV 11.81 11.88 11.9 11.863333333 0.01V 10.84 10.7 10.72 10.753333333 0.01

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

v (m/s)

Reynolds


Q (m3) d1 (mm) d1 (m) d2 (mm) d2 (m) l (mm) l (m) A1 (m2) A2 (m2)0.0003663004 17 0.017 28.4 0.0284 125 0.125 0.0002269 0.00063310.0006069189 17 0.017 28.4 0.0284 125 0.125 0.0002269 0.00063310.0006939625 17 0.017 28.4 0.0284 125 0.125 0.0002269 0.00063310.0008429334 17 0.017 28.4 0.0284 125 0.125 0.0002269 0.00063310.0009299442 17 0.017 28.4 0.0284 125 0.125 0.0002269 0.0006331

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

v (m/s)

Reynolds

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

32182.2477730176

53322.3971800555

60969.8379044678

74058.0526161883

81702.6067145116

Re

v (m/s)


v (m/s) v2 Re Jenis aliran f Pv cal1.6146182368385 0.57853683600269 32182.247773 Turbulen 0.023622855 225.641882.67524243570854 0.95857104731175 53322.39718 Turbulen 0.020821358 545.9878383.05892282204657 1.09604827362063 60969.837904 Turbulen 0.020135282 690.3071553.71557273383178 1.33133371364484 74058.052616 Turbulen 0.01917977 970.1581994.09910829501157 1.46875904738438 81702.606715 Turbulen 0.018714468 1152.13641

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

32182.2477730176

53322.3971800555

60969.8379044678

74058.0526161883

81702.6067145116

Re

v (m/s)

0

200

400

600

800

1000

1200

1400

225.641879842863

545.987838229558

690.307155411721

970.158198887792

1152.13641123977

Pv

v (m/s)


Pv meas hv cal hv meas kl hl ρ (kg/m3) μ (kg/m.s) π g-390.663 0.01383 -0.04 0.4117637 0.054769 996.59 0.00085 3.14 9.8-537.162 0.033463 -0.055 0.4117637 0.150355 996.59 0.00085 3.14 9.8-634.828 0.042309 -0.065 0.4117637 0.196575 996.59 0.00085 3.14 9.8-1025.49 0.059461 -0.105 0.4117637 0.29003 996.59 0.00085 3.14 9.8-830.159 0.070614 -0.085 0.4117637 0.352997 996.59 0.00085 3.14 9.8

0

200

400

600

800

1000

1200

1400

225.641879842863

545.987838229558

690.307155411721

970.158198887792

1152.13641123977

Pv

v (m/s)

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

hl

v (m/s)


H1 (mm) H1 (m) H2 (mm) H2 (m) P1 P230 0.03 70 0.07 292.9975 683.6607145 0.145 200 0.2 1416.154 1953.316205 0.205 270 0.27 2002.149 2636.977225 0.225 330 0.33 2197.481 3222.972305 0.305 390 0.39 2978.808 3808.967

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

hl

v (m/s)

Pengecilan penampang

Bukaan katup t1 (s) t2 (s) t3 (s) t rata-rata (s) V(m3) Q (m3/s)I 52.84 52.74 53 52.86 0.01 0.000189II 29.24 29.08 29.85 29.39 0.01 0.00034III 23.74 23.96 23.82 23.84 0.01 0.000419IV 20.1 20 19.88 19.99333333 0.01 0.0005V 16.12 16.1 15.68 15.96666667 0.01 0.000626

0

10000

20000

30000

40000

50000

60000

16620.7976580284

29893.6837088595

36852.9934649069

43943.4160155075

55025.5969229675

v (m/s)

Re


d1 (mm) d1 (m) d2 (mm) d2 (m) l (mm) l (m) A1 (m2) A2 (m2) v1 (m/s) v228.4 0.0284 17 0.017 125 0.125 0.000633 0.000227 0.29879 0.83388328.4 0.0284 17 0.017 125 0.125 0.000633 0.000227 0.537396 1.49979828.4 0.0284 17 0.017 125 0.125 0.000633 0.000227 0.662502 1.84895528.4 0.0284 17 0.017 125 0.125 0.000633 0.000227 0.789966 2.20468928.4 0.0284 17 0.017 125 0.125 0.000633 0.000227 0.989189 2.760694

0

10000

20000

30000

40000

50000

60000

16620.7976580284

29893.6837088595

36852.9934649069

43943.4160155075

55025.5969229675

v (m/s)

Re

0

5

10

15

20

25

30

35

40

45

50

5.45613013629997

15.2408073186806

21.9822077920883

29.9094299953648

44.3335282302825

Pv

v (m/s)


Re Jenis aliran f Pv cal (Pas) Pv meas (Pa) hv cal (m) hv meas (m) kl16620.7977 Turbulen 0.027866 5.45613014 195.33164 0.214612 0.02 3.20719829893.6837 Turbulen 0.024063 15.2408073 244.16455 0.599484 0.025 3.20719836852.9935 Turbulen 0.022836 21.9822078 292.99746 0.864651 0.03 3.20719843943.416 Turbulen 0.021853 29.90943 390.66328 1.176461 0.04 3.20719855025.5969 Turbulen 0.020658 44.3335282 537.16201 1.743821 0.055 3.207198

0

5

10

15

20

25

30

35

40

45

50

5.45613013629997

15.2408073186806

21.9822077920883

29.9094299953648

44.3335282302825

Pv

v (m/s)

0

0.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16

0.18

0.0146084002777521

0.047256092254808

0.0718198470169017

0.102114299965767

0.160113687790135

hl

v (m/s)


hl (m) ρ (kg/m3) μ (kg/m.s) π g H1 (mm) H1 (m) H2 (mm) H2 (m) P10.014608 996.59 0.00085 3.14 9.8 130 0.13 110 0.11 1269.6560.047256 996.59 0.00085 3.14 9.8 195 0.195 170 0.17 1904.4830.07182 996.59 0.00085 3.14 9.8 225 0.225 195 0.195 2197.4810.102114 996.59 0.00085 3.14 9.8 265 0.265 225 0.225 2588.1440.160114 996.59 0.00085 3.14 9.8 335 0.335 280 0.28 3271.805

0

0.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16

0.18

0.0146084002777521

0.047256092254808

0.0718198470169017

0.102114299965767

0.160113687790135

hl

v (m/s)

P21074.3241660.3191904.4832197.4812734.643

Elbow 90Bukaan katup t1 (s) t2 (s) t3 (s) t rata-rata (s) V(m3) Q (m3)

I 29.63 29.16 29.27 29.35333333 0.01 0.000341II 15.97 15.43 15.99 15.79666667 0.01 0.000633III 13.25 13.25 13.36 13.28666667 0.01 0.000753IV 12.53 12.68 12.33 12.51333333 0.01 0.000799V 11.15 11.11 11.28 11.18 0.01 0.000894

Elbow 90d1 (mm) d1 (m) l (mm) l (m) A1 (m2) v 1 (m/s) Re Jenis aliran f

17 0.017 203 0.203 0.000227 1.501672 29931 Turbulen 0.02405517 0.017 203 0.203 0.000227 2.790404 55617.77 Turbulen 0.02060317 0.017 203 0.203 0.000227 3.317542 66124.59 Turbulen 0.01973117 0.017 203 0.203 0.000227 3.522569 70211.14 Turbulen 0.01943717 0.017 203 0.203 0.000227 3.942672 78584.56 Turbulen 0.018897

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

29931.0253532835

55617.7694157025

66124.5883745645

70211.1372565302

78584.5585155081

v (m/s)

Re

Elbow 90Pv cal Pv meas hv cal hv meas kl hl ρ (kg/m3) μ (kg/m.s) π g

322.7676 273.4643 0.016524 0.028 1.5 0.172578 996.59 0.00085 3.14 9.8954.5547 390.6633 0.048868 0.04 1.5 0.5958944 996.59 0.00085 3.14 9.81292.148 537.162 0.066152 0.055 1.5 0.8423025 996.59 0.00085 3.14 9.81435.118 634.8278 0.073471 0.065 1.5 0.9496294 996.59 0.00085 3.14 9.81747.903 683.6607 0.089484 0.07 1.5 1.1896428 996.59 0.00085 3.14 9.8

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

29931.0253532835

55617.7694157025

66124.5883745645

70211.1372565302

78584.5585155081

v (m/s)

Re

0

200

400

600

800

1000

1200

1400

1600

1800

2000

322.767553377896

954.554703589845

1292.14811112563

1435.11793747791

1747.90252695326

Pv

v (m/s)

0

0.2

0.4

0.6

0.8

1

1.2

1.4

0.172577961942612

0.595894367940383

0.842302538212874

0.949629421632279

1.18964280303119

hl

v (m/s)

Elbow 90H1 (mm) H1 (m) H2 (mm) H2 (m) P1 P2

100 0.1 72 0.072 976.6582 703.1939320 0.32 280 0.28 3125.306 2734.643410 0.41 355 0.355 4004.299 3467.137510 0.51 445 0.445 4980.957 4346.129540 0.54 470 0.47 5273.954 4590.294

0

0.2

0.4

0.6

0.8

1

1.2

1.4

0.172577961942612

0.595894367940383

0.842302538212874

0.949629421632279

1.18964280303119

hl

v (m/s)

Bend 90

Bukaan katup t1 (s) t2 (s) t3 (s) t rata-rata (s) V(m3) Q (m3)I 31.35 31.56 31.3 31.40333 0.01 0.000318II 16.83 16.95 16.97 16.91667 0.01 0.000591III 15.08 15.21 15.5 15.26333 0.01 0.000655IV 12.99 12.56 12.63 12.72667 0.01 0.000786V 11.97 11.68 11.77 11.80667 0.01 0.000847

Bend 90

d1 (mm) d1 (m) l (mm) l (m) A1 (m2) v 1 (m/s) Re Jenis aliran f17 0.017 322 0.322 0.000227 1.403643 27977.14 Turbulen 0.02446417 0.017 322 0.322 0.000227 2.60566 51935.49 Turbulen 0.02095917 0.017 322 0.322 0.000227 2.887906 57561.17 Turbulen 0.02042717 0.017 322 0.322 0.000227 3.463521 69034.21 Turbulen 0.0195217 0.017 322 0.322 0.000227 3.733406 74413.5 Turbulen 0.019157

0

10000

20000

30000

40000

50000

60000

70000

80000

27977.1371681365

51935.4895095595

57561.172583755

69034.2088163998

74413.4978150803

Re

v (m/s)

0

500

1000

1500

2000

2500

3000

454.927970300003

1343.07205973266

1607.91752913353

2210.03691992642

2520.15598051935

Pv

v (m/s)

Bend 90

Pv cal Pv meas hv cal hv meas kl hl ρ (kg/m3) μ (kg/m.s) π g454.928 390.6633 0.04658 0.04 0.7 0.0703648 996.59 0.00085 3.14 9.81343.072 585.9949 0.13752 0.06 0.7 0.24248082 996.59 0.00085 3.14 9.81607.918 634.8278 0.16463 0.065 0.7 0.29785726 996.59 0.00085 3.14 9.82210.037 732.4936 0.22629 0.075 0.7 0.42842779 996.59 0.00085 3.14 9.82520.156 781.3266 0.25804 0.08 0.7 0.4977971 996.59 0.00085 3.14 9.8

0

500

1000

1500

2000

2500

3000

454.927970300003

1343.07205973266

1607.91752913353

2210.03691992642

2520.15598051935

Pv

v (m/s)

0

0.1

0.2

0.3

0.4

0.5

0.6

0.0703648022535484

0.242480816595638

0.297857261331189

0.428427787396954

0.497797103622468

hl

v m/s

Bend 90

H1 (mm) H1 (m) H2 (mm) H2 (m) P1 P280 0.08 40 0.04 781.3266 390.6633245 0.245 185 0.185 2392.813 1806.818300 0.3 235 0.235 2929.975 2295.147375 0.375 300 0.3 3662.468 2929.975440 0.44 360 0.36 4297.296 3515.97

0

0.1

0.2

0.3

0.4

0.5

0.6

0.0703648022535484

0.242480816595638

0.297857261331189

0.428427787396954

0.497797103622468

hl

v m/s

Elbow 45

Bukaan katup t1 (s) t2 (s) t3 (s) t rata-rata (s) V(m3) Q (m3)I 33.06 33 33.01 33.02333333 0.01 0.000303II 18.86 18.42 18.52 18.6 0.01 0.000538III 13.34 13.64 13.66 13.54666667 0.01 0.000738IV 12.64 12.59 12.7 12.64333333 0.01 0.000791V 10.91 10.86 10.76 10.84333333 0.01 0.000922

Elbow 45

d1 (mm) d1 (m) l (mm) l (m) A1 (m2) v 1 (m/s) Re Jenis aliran f Pv cal17 0.017 247 0.247 0.000227 1.334786 26604.68 Turbulen 0.024774 219.283917 0.017 247 0.247 0.000227 2.369843 47235.23 Turbulen 0.021462 691.2317 0.017 247 0.247 0.000227 3.253869 64855.46 Turbulen 0.019827 1303.11817 0.017 247 0.247 0.000227 3.486349 69489.22 Turbulen 0.019488 1495.97817 0.017 247 0.247 0.000227 4.065086 81024.47 Turbulen 0.018754 2033.868

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

26604.6844918759

47235.2346345904

64855.4648772181

69489.2194202516

81024.4725671732

v (m/s)

Reynolds

0

500

1000

1500

2000

2500

219.283859858779

691.230026356434

1303.11755227413

1495.97834749252

2033.86848306824

v (m/s)

Pv

Elbow 45

Pv meas hv cal hv meas kl hl ρ (kg/m3) μ (kg/m.s) π g H1 (mm)537.162 0.0327199 0.055 0.4 0.03636 996.59 0.00085 3.14 9.8 70781.3266 0.0893513 0.08 0.4 0.114615 996.59 0.00085 3.14 9.8 170976.6582 0.1556116 0.1 0.4 0.216075 996.59 0.00085 3.14 9.8 2751123.157 0.1755864 0.115 0.4 0.248054 996.59 0.00085 3.14 9.8 3302295.147 0.2297279 0.235 0.4 0.337243 996.59 0.00085 3.14 9.8 495

0

500

1000

1500

2000

2500

219.283859858779

691.230026356434

1303.11755227413

1495.97834749252

2033.86848306824

v (m/s)

Pv

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

0.0363602704123447

0.114615415341732

0.216074756301144

0.24805372032794

0.337243279442146

hl

v (m/s)

Elbow 45

H1 (m) H2 (mm) H2 (m) P1 P20.07 15 0.015 683.6607 146.49870.17 90 0.09 1660.319 878.99240.275 175 0.175 2685.81 1709.1520.33 215 0.215 3222.972 2099.8150.495 260 0.26 4834.458 2539.311

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

0.0363602704123447

0.114615415341732

0.216074756301144

0.24805372032794

0.337243279442146

hl

v (m/s)

Percabangan Y


0

10000

20000

30000

40000

50000

60000

70000

80000

90000

22298.8671117609

45656.0902929178

71062.984432735

77022.9717302789

81931.1809950308

v (m/s)

Reynolds

Percabangan Y

d1 (mm) d1 (m) l (mm) l (m) A1 (m2) v 1 (m/s) Re Jenis aliran f17 0.017 150 0.15 0.000227 1.1187583 22298.87 Turbulen 0.02589217 0.017 150 0.15 0.000227 2.2906155 45656.09 Turbulen 0.02164517 0.017 150 0.15 0.000227 3.5653069 71063 Turbulen 0.01937917 0.017 150 0.15 0.000227 3.8643259 77023 Turbulen 0.01899217 0.017 150 0.15 0.000227 4.1105761 81931.18 Turbulen 0.018701

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

22298.8671117609

45656.0902929178

71062.984432735

77022.9717302789

81931.1809950308

v (m/s)

Reynolds

0

200

400

600

800

1000

1200

1400

1600

142.484361110478

499.338506207507

1083.04954693792

1246.97507933042

1389.33963930898

v (m/)

Pv

Percabangan Y

Pv cal Pv meas hv cal hv meas kl hl ρ (kg/m3) μ (kg/m.s) π g142.4844 292.9975 0.014589 0.03 2 0.127716 996.59 0.00085 3.14 9.8499.3385 195.3316 0.051127 0.02 2 0.5354 996.59 0.00085 3.14 9.81083.05 48.83291 0.110893 0.005 2 1.297083 996.59 0.00085 3.14 9.81246.975 48.83291 0.127678 0.005 2 1.523777 996.59 0.00085 3.14 9.81389.34 195.3316 0.142254 0.02 2 1.724167 996.59 0.00085 3.14 9.8

0

200

400

600

800

1000

1200

1400

1600

142.484361110478

499.338506207507

1083.04954693792

1246.97507933042

1389.33963930898

v (m/)

Pv

0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

0.127716345086274

0.535399941928833

1.29708300215957

1.52377703620499

1.72416693790454

v (m/s)

hl

Percabangan Y

H1 (mm) H1 (m) H2 (mm) H2 (m) P1 P260 0.06 30 0.03 585.9949 292.9975160 0.16 140 0.14 1562.653 1367.321260 0.26 255 0.255 2539.311 2490.478320 0.32 315 0.315 3125.306 3076.473380 0.38 360 0.36 3711.301 3515.97

0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

0.127716345086274

0.535399941928833

1.29708300215957

1.52377703620499

1.72416693790454

v (m/s)

hl

Percabangan T


Percabangan T

d (mm) d (m) l (mm) l (m) A (m2) v (m/s) Re Jenis aliran f17 0.017 150 0.15 0.000227 1.807507 36026.87 Turbulen 0.02296617 0.017 150 0.15 0.000227 2.13011 42456.93 Turbulen 0.02204217 0.017 150 0.15 0.000227 2.526022 50348.16 Turbulen 0.02112217 0.017 150 0.15 0.000227 2.985713 59510.64 Turbulen 0.02025817 0.017 150 0.15 0.000227 3.474441 69251.87 Turbulen 0.019504

0

200

400

600

800

1000

1200

329.889744028556

439.726150539501

592.575351523359

793.98599647284

1035.20750396252

v (m/s)

Pv

Percabangan T

Pv cal (Pas) Pv meas (m) hv cal (m) hv meas (m) kl hl (m) ρ (kg/m3) μ (kg/m.s)329.889744 537.16201 0.0337774 0.055 0.9 0.150019 996.59 0.00085

439.7261505 537.16201 0.04502355 0.055 0.9 0.208349 996.59 0.00085592.5753515 488.3291 0.06067377 0.05 0.9 0.292995 996.59 0.00085793.9859965 390.66328 0.0812962 0.04 0.9 0.409338 996.59 0.000851035.207504 341.83037 0.10599486 0.035 0.9 0.554315 996.59 0.00085

0

200

400

600

800

1000

1200

329.889744028556

439.726150539501

592.575351523359

793.98599647284

1035.20750396252

v (m/s)

Pv

0

0.1

0.2

0.3

0.4

0.5

0.6

0.15001909972731

0.208348573835094

0.292995247842489

0.409338494503258

0.554314680491363

hl

v (m/s)

Percabangan T

π g H1 (mm) H1 (m) H2 (mm) H2 (m) P1 (Pas) P2 (Pas)3.14 9.8 90 0.09 35 0.035 878.9924 341.83043.14 9.8 120 0.12 65 0.065 1171.99 634.82783.14 9.8 150 0.15 100 0.1 1464.987 976.65823.14 9.8 190 0.19 150 0.15 1855.651 1464.9873.14 9.8 225 0.225 190 0.19 2197.481 1855.651

0

0.1

0.2

0.3

0.4

0.5

0.6

0.15001909972731

0.208348573835094

0.292995247842489

0.409338494503258

0.554314680491363

hl

v (m/s)

Bukaan katup t1 (S) t2 (S) t3 (S) t rata-rata (S) h1 (mm)I 40.84 40.69 40.76 40.763333333333 45II 24.93 24.32 24.61 24.62 130III 16.77 16.48 16.58 16.61 290IV 15.93 15.12 15.23 15.426666666667 335V 13.4 13.15 13.62 13.39 380

h1 (m) h2 (mm) h2 (m) A(m2) Re Jenis aliran v (m/s) f Q (m3/s)0.045 30 0.03 0.000227 21502.49 Turbulen 1.081341 0.026095 0.0002450.13 90 0.09 0.000227 35601.66 Turbulen 1.790377 0.023005 0.0004060.29 210 0.21 0.000227 52770.2 Turbulen 2.653767 0.020849 0.0006020.335 250 0.25 0.000227 56818 Turbulen 2.85733 0.020468 0.0006480.38 285 0.285 0.000227 65460.27 Turbulen 3.29194 0.019756 0.000747

Pv cal Pv meas hv cal hv meas P1 P2715.514 146.4987 0.073261 0.015 439.4962 292.99751729.163 390.6633 0.177049 0.04 1269.656 878.99243443.049 781.3266 0.352534 0.08 2832.309 2050.9823918.447 830.1595 0.40121 0.085 3271.805 2441.6465020.235 927.8253 0.514022 0.095 3711.301 2783.476

ρ(kg/m3)μ(kg/m.s) g (m/s) π d (mm) d (m) V(m3) L (m)996.59 0.000852 9.8 3.14 17 0.017 0.01 0.8996.59 0.000852 9.8 3.14 17 0.017 0.01 0.8996.59 0.000852 9.8 3.14 17 0.017 0.01 0.8996.59 0.000852 9.8 3.14 17 0.017 0.01 0.8996.59 0.000852 9.8 3.14 17 0.017 0.01 0.8

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