Data Sf Dan Pengolahan.xlsx

Percobaan 1 (kalibrasi) Percobaan ke 1 2 3 4 5 6 7 8 9 10

delta Ho 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8

delta Hv 0.5 0.6 0.7 0.8 1 1.2 1.3 1.4 1.5 1.7

Volume 14.5 L

Waktu 120 S

Debit (L/s) 0.120833333

Percobaan 2 (pipe fitting) Percobaan ke 1 2 3 4 5

delta Ho 0.5 0.75 1 1.25 1.5

delta Hv 5.5 6.2 7 8.3 9

Percobaan 3 (reynold) Percobaan ke 1 2 3 4 5

delta Ho 0.5 1 1.5 2 2.5

delta Hv 0.4 0.7 1 1.3 1.8

Jenis Aliran <-- lihat perhitungan dulu baru bisa dipastiin jenis alirannya Laminar Laminar Laminar Laminar Laminar

Percobaan 4 (friction losses) Percobaan ke 1 2 3 4 5

delta Hpipa 0.5 1 1.5 2 2.5

delta Hv

Percobaan 5 (kalibrasi sight gage) ml Vtangki Vgelas ukur 2 liter

1 LITER

no 840 1200

detik 1 2

6 6

970 1200 960

Percobaan 6 (pipa yang bentuk T) Percobaan ke 1 2 3 4 5

delta Ho 0.5 1 1.5 1.75 2

delta Hv 2.5 3.5 6 7.5 8

3 4 5

6 6 6

ipastiin jenis alirannya

Percobaan 1 (Kalibrasi Sight Gage)

Kalibrasi Sight Gage 6 5

f(x) = 1.083x - 0.195 R² = 0.9985671376

4 3 2 1 0 0.5

1

1.5

2

2.5

3

3.5

Percobaan 2 (Karakteristik Orifice Flow Meter)

Percobaan 3 (Karakteristik Venturi Flow Meter) DH orifice (m H2O) 0.0010 0.0012

DH venturi (m H2O) 0.0005 0.0006

akar dari DH orifice (m H2O) 0.0316 0.0346

akar dari DH venturi (m H2O) 0.0224 0.0245

4

0.0014 0.0016 0.0018 0.0020 0.0022 0.0024 0.0026 0.0028

0.0007 0.0008 0.0010 0.0012 0.0013 0.0014 0.0015 0.0017

0.0374 0.0400 0.0424 0.0447 0.0469 0.0490 0.0510 0.0529

0.0265 0.0283 0.0316 0.0346 0.0361 0.0374 0.0387 0.0412

Q vs akar dari H venturi (m H2O) 4.5000E-06 4.0000E-06 3.5000E-06

0.00000014 f(x) = 8.69581125537401E-05x + 6.26435768263344E-07 R² = 0.9909614463

0.00000012

3.0000E-06

0.0000001

2.5000E-06

0.00000008

2.0000E-06

0.00000006

1.5000E-06

0.00000004

1.0000E-06 5.0000E-07 0.0000E+00 0.0200

0.00000002 0.0250

0.0300

0.0350

0.0400

0 0.0033

0.0450

Percobaan 4 (Aliran Laminer dan Turbulen) DH venturi (m H2O) 0.0004 0.0007 0.001 0.0013 0.0018

Q 2.5117E-06 2.7514E-06 2.9719E-06 3.1771E-06 3.3698E-06

Percobaan 5 (Bilangan Reynold) Gak usah katanya

Percobaan 6 (Pipe Fitting)

Re 167.958451215 183.9892649082 198.7311195268 212.4525032455 225.3399085874

Jenis Aliran Laminar Laminar Laminar Laminar Laminar

V initial (L) 18 17 16 15 14

4

4.5

Q 2.5117E-06 2.7514E-06

5

V final (L) 17 16 15 14 13

5.5

g A b

9.8 0.0002 0.6098

Q 2.5117E-06 2.7514E-06

2.9719E-06 3.1771E-06 3.3698E-06 3.5521E-06 3.7255E-06 3.8911E-06 4.0500E-06 4.2029E-06

Co r

0.0266 1000

2.9719E-06 3.1771E-06 3.3698E-06 3.5521E-06 3.7255E-06 3.8911E-06 4.0500E-06 4.2029E-06

Chart Title 0.00000014 0.00000012

f(x) = - 0.0001004592x + 4.60205638827701E-07 R² = 0.7944322225

0.0000001 0.00000008 0.00000006 0.00000004 0.00000002 0 0.00335

0.4 0.7 1 1.3 1.8

0.0034

0.00345

0.0035

0.00355

Diameter 0.01905 1000 r A 0.000285 0.001 m

0.0036

m kg/m3 m2

0.00365

0.0037

0.00375

V gelas ukur (L) 0.84 1.2 0.97 1.2 0.96

DH venturi (m H2O) 0.0005 0.0006

V accumulation in V accumulation tank (L) in measurement (L) 1 0.84 2 2.04 3 3.01 4 4.21 5 5.17

Co 7.57049271844E-08 8.29305926664E-08

Cv 0.003724 0.003724

0.0007 0.0008 0.0010 0.0012 0.0013 0.0014 0.0015 0.0017

8.95752778394E-08 9.576E-08 1.0156881805E-07 1.07062934763E-07 1.1228855329E-07 1.17281568884E-07 1.22070527155E-07 1.26678572774E-07

0.003724 0.003724 0.0035328966 0.0033995313 0.0034255818 0.0034477541 0.0034668553 0.0033794749