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Modul 1 Data dan Analisa data : Bukaan ke 1 Pengukuran ΔV t Δt 1 10 20 10 15.45 2 20 30 10 15.14 3 30 40 10 15.63 4 40 50 10 14.47 5 50 60 10 15.08 Σ Bukaan ke 2 Pengukran ΔV t Δt 1 10 20 10 4.16 2 20 30 10 6.98 3 30 40 10 6.39 4 40 50 10 6.37 5 50 60 10 6.28 Σ Bukaan ke 3 Pengukuran ΔV t Δt 1 10 20 10 1.21 2 20 30 10 2.05 3 30 40 10 2.06 4 40 50 10 7.31 5 50 60 10 2.59 Σ V1 V2 V1 V2 V1 V2

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Modul 1Data dan Analisa data :Bukaan ke 1

Pengukuran ΔV t Δt Q1 10 20 10 15.45 0.647249192 20 30 10 15.14 0.660501983 30 40 10 15.63 0.639795274 40 50 10 14.47 0.6910855 50 60 10 15.08 0.66312997

Σ 3.30176141

Bukaan ke 2Pengukran ΔV t Δt Q

1 10 20 10 4.16 2.403846152 20 30 10 6.98 1.432664763 30 40 10 6.39 1.564945234 40 50 10 6.37 1.569858715 50 60 10 6.28 1.59235669

Σ 8.56367154

Bukaan ke 3Pengukuran ΔV t Δt Q

1 10 20 10 1.21 8.264462812 20 30 10 2.05 4.878048783 30 40 10 2.06 4.854368934 40 50 10 7.31 1.367989065 50 60 10 2.59 3.86100386

Σ 23.2258734

V1 V2

V1 V2

V1 V2

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Modul 2Kalibrasi Alat Ukur Tekanan

Data dan Analisa Data

Tekanan tekanan Gaya F Gaya F Massa MassaAktual (Bar) Manometer (Bar) Aktual (N) Manometer (N) Aktual (kg) Manometer (kg)

0.334 0.33 3.77754 3.7323 0.38507034 0.3804587155960.5 0.425 5.655 4.80675 0.5764526 0.48998470948

1 0.97 11.31 10.9707 1.1529052 1.1183180428131.5 1.49 16.965 16.8519 1.7293578 1.717828746177

2 1.99 22.62 22.5069 2.3058104 2.2942813455662.5 2.48 28.275 28.0488 2.882263 2.859204892966

Rata-Rata

Analisa

Page 3: mekplu1234

Massa KR Timbangan (kg) (%)

1.1976047915

30.66666667

0.50.8

3.52737858

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Modul 3Hydrostatic Presure (Tekanan Hidrostatis)

Data dan Analisa Data :

Angle α (°) Lowest Water Level St (mmWC)0

level arm I (mm) Water Level s (mm)160 1.5 68 177.33 1.353180 1.5 72 176 1.534200 1.5 76 174.67 1.717220 1.5 80 173.33 1.903

Angle α (°) Lowest Water Level St (mmHOW) Highest Water Level Sh (mmHOW)30

level arm I (mm) Water Level s (mm)17 1.5 92 169.333 1.50918 1.5 96 252 1.07120 1.5 98 167.333 1.79221 1.5 100 166.666 1.89

Highest Water Level Sh (mmWC)

Timbangan FG (N) Ip (mm) Resultan Fp (N)

Timbangan FG (N) Ip (mm) Resultan Fp (N)

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Modul 4Tinggi Metacentrum Benda Apung

Data dan Analisa Data :Pengukuan1x = 1 cm

z α Kondisi9 3° 6.768 1.0494

15 15° 7.70420 31° 8.48410 4° 6.924

Pengukuran 2x = 2 cm

z α Kondisi10 715 2113 1416 24

Xs = 0.055

Zs Zm dxs / dα

Xs = 2 x 0.055 = 0.11

Zs Zm dxs /dα

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Modul 8Jenis Aliran 1

Data dan Analisa Data :Suhu air saat percobaan T = 26 °Viskositas zat cair =