Perhitungan Ambang Tajam Kel 20

download Perhitungan Ambang Tajam Kel 20

of 16

Transcript of Perhitungan Ambang Tajam Kel 20

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    1/16

    b 75.25

       Y1 Y3 Q hw HwCv

    mmHg (mm) (mm) (mm^3/det) (mm) (mm)

    180   152.5 52 3404.722 146.8 3.963 0.022

    25   131.1 31.4 1268.865 130 2.052 0.010

    8   127.8 22.1 717.778 120.8 1.404 0.006

    35   133.5 31.7 1501.341 132 2.296 0.012

    260   160 141.5 4091.966 158.3 4.480 0.024

    260   157.3 58.8 4091.966 150.6 4.480 0.026

    40   133.9 32.5 1605.001 128.7 2.400 0.013

    19   128 29.7 1106.170 127.3 1.873 0.009

    45   134.1 33.1 1702.361 128.9 2.497 0.014

    240   157.1 58 3931.434 149.2 4.362 0.025

    305   160.7 142.5 4431.954 160 4.725 0.025

    0.2780.237

    1.224 0.237

    1.181 0.278

    2.170 0.237

    1.224

    1.181

    1,945.022

    1,945.022

    1.181 1,945.022

    2.170 2,472.080

    1.181 2,472.080

    1.2241.240

    1.000 1.200 1.400

    GRAFI

    Hw/P

    GRAFIK Cd v

    Q (cm^3/det)

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    2/16

    1.000 1.200

     

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    3/16

    Cd Hw/P Batas Md!"a#  

    0.668 0.346 51.654

    0.659 0.179 31.221 v

    0.658 0.122 21.978

    0.660 0.200 31.500

    0.672 0.391 141.109 31.12204 1778.644

    0.670 0.391 58.409

    0.660 0.209 32.291

    0.658 0.163 29.537

    0.660 0.218 32.882

    0.670 0.380 57.620

    0.672 0.412 142.088

    1.600 1.800 2.000 2.200

     Cd vs Hw/P

    Cd

    Q (cm^3/det)

    0.100 0.150 0.

    0.000

    2.000

    4.000

    6.000

    8.000

    10.000

    12.000

          C      d

    0.655

    0.660

    0.665

    0.670

    0.675

           C       d

    0.0050.65

    0.655

    0.66

    0.665

    0.67

    0.675

    Cv

    0.656 0.658 0.66 0.662 0.664 0.666 0.0

    0.05

    0.1

    0.15

    0.2

    0.25

    0.3

    0.35

    0.4

    0.45

    Hw/P

    Cd

    Hw/P

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    4/16

    1.400 1.600 1.800 2.000 2.200

    Cd

    800.000 1300.0

    0.656

    0.657

    0.657

    0.658

    0.658

    0.659

    0.659

    0.660

    0.660

    0.661

    0.661

           C       d

    1200.000 1

    0.650

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    5/16

    00 0.250 0.300 0.350 0.400 0.450

    Cv

    0.150 0.160

    0.000

    2.000

    4.000

    6.000

    8.000

    10.000

    12.000

          C       d

    Cd vs Q

     

    0.658

    0.660

    0.662

    0.664

    0.666

    0.668

    0.670

    0.672

           C       d

    0.01 0.015 0.02 0.025 0.03

    Cv vs Cd

    Cd.668 0.67 0.672 0.674

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    6/16

    0 1800.000 2300.000 2800.000 3300.000

    rafk Cd vs Q (cm3/dt)

    Q (m3/dt)

    800.

    0.652

    0.654

    0.656

    0.658

    0.660

    0.662

    0.664

    0.666

    0.668

    0.670

           C       d

    700.000 2200.000 2700.000 3200.000 3700.000 4200.000 4700.000

    Q

    (mm3/det)

    1200.00

    0.654

    .

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    7/16

    0.170 0.180 0.190 0.200 0.210

    Cv vs Cd

    Cv

    Cd vs Q

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    8/16

    000 1300.000 1800.000 2300.000 2800.000 3300.000

    Grafk Cd vs Q (cm3/dt)

    Q (m3/dt)

    0 1700.000 2200.000 2700.000 3200.000 3700.000 4200.000 4700.000

    Q

    (mm3/det)

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    9/16

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    10/16

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    11/16

    Loncat I

    190 14.24

    225.2 13.72

    230 9.54

    236 1.2

    269 1.13

    314 1.25320.3 2.75

    450 3.45

    Loncat II

    190 14.23

    225.2 13.7

    230 9.6

    237 1.24

    256.3 0.73

    279.3 1.04

    290.1 3.45

    480 3.85

    Peralihan

    190 14.25

    252.2 13.74

    230 10.12

    232.3 7.3

    248.2 7.41

    264 8.04

    400 8.3

    400 8.3

    Tenggelam I190 14.6

    225.2 14.19

    232 11.85

    236.9 13.64

    242.7 12.24

    248.2 12.34

    253.5 12.4

    258.6 13.35

    400 13.29

    Tenggelam II

    190 15.05225.2 14.29

    231 13.52

    236 14.44

    231.2 13.54

    246.8 14.23

    251.2 13.53

    255.2 14.27

    190 240 290 340 390 440

    0

    2

    4

    6

    8

    10

    12

    14

    16

    Lon

    Lon

    Per 

    Ten

    Ten

    !cm"

    # !cm"

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    12/16

    400 14.3

    Loncat I

    190 14.4

    225.2 13.98230 9.56

    234 1.58

    266.2 1.23

    311.7 1.36

    320 3.03

    400 3.56

    Loncat II

    190 14.4

    225.2 13.98

    230 9.56

    234.5 1.35266.5 1.23

    286.5 1.2

    286.5 3.56

    400 3.86

    Peralihan

    190 14.4

    225.2 13.98

    229 11.86

    233 7.51

    248 7.7

    262.5 8.08262.5 8.08

    400 8.47

    Tenggelam I

    190 14.8

    225.2 14.3

    231.3 12.14

    237.4 13.8

    243.2 12.4

    248.6 13.54

    254.3 12.42

    259 13.5400 13.46

    Tenggelam II

    190 15.07

    225.2 14.72

    231 13.47

    236.6 14.39

    190 240 290 340 390

    0

    2

    4

    6

    8

    10

    12

    14

    16

    L

    L

    P

    T

    T

    !cm"

    # !cm"

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    13/16

    241.7 13

    246 14.25

    251.7 13.55

    256 14.3

    400 14.34

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    14/16

    at I

    at II

    lihan

    gelam I

    gelam II

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    15/16

    oncat I

    oncat II

    eralihan

    enggelam I

    enggelam II

  • 8/18/2019 Perhitungan Ambang Tajam Kel 20

    16/16