Perhitungan Ambang Tajam Kel 20

8/18/2019 Perhitungan Ambang Tajam Kel 20

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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)


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1.000 1.200


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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


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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


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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


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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

.


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0.170 0.180 0.190 0.200 0.210

Cv vs Cd

Cv

Cd vs Q


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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)


9/16


10/16


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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"


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"


13/16

241.7 13

246 14.25

251.7 13.55

256 14.3

400 14.34


14/16

at I

at II

lihan

gelam I

gelam II


15/16

oncat I

oncat II

eralihan

enggelam I

enggelam II


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Perhitungan Ambang Tajam Kel 20

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