Pipa Lurus Bukaan katup V(m3) t1 (S) t2 (S) t3 (S) t rata-rata (S)
Content
Bukaan katup
V(m3)
t1 (S)
t2 (S)
t3 (S)
I
0.01
II
t rata-rata (S)
40.84
40.69
40.76
0.01
24.93
24.32
24.61
24.62
III
0.01
16.77
16.48
16.58
16.61
IV
0.01
15.93
15.12
15.23
V
0.01
13.4
13.15
13.62
40.7633333333
15.4266666667
13.39
70000 60000 52770.197
50000 40000
35601.6645296237
Re 30000 20000
21502.4854211956
10000 0 1.08 1.0813 1341 4134 3492 92
1.7 1.790 9037 3768 6842 426 6
v (m/s)
2.65 2.6537 3767 6748 4814 14
h1 (mm) 45
h1 (m)
h2 (mm)
h2 (m)
ρ(kg/m3)
μ(kg/m.s)
d (mm)
0.045
30
0.03
996.59
0.000852
17
130
0.13
90
0.09
996.59
0.000852
17
290
0.29
210
0.21
996.59
0.000852
17
335
0.335
250
0.25
996.59
0.000852
17
380
0.38
285
0.285
996.59
0.000852
17
1000 65460.2674174261
90 900 0
56818.0411010805 5147101
80 800 0
7
70 700 0
Pv
60 600 0 50 500 0 40 400 0
390.66328
30 300 0 20 200 0 10 100 0
146.49873
0 2.857 2.8 5733 3300 0025 259 9
3.291 3.29194 9400 00945 945
1.08 .0813413492
1.7 .79 903768426
v (m/s)
2.653767
Pipa Lurus d (m)
A(m2)
π
!
"!nis a#iran
L (m)
0.017
0.000226865
3.14
21502.4854211956
Turbulen
0.8
0.017
0.000226865
3.14
35601.6645296237
Turbulen
0.8
0.017
0.000226865
3.14
52770.1975147101
Turbulen
0.8
0.017
0.000226865
3.14
56818.0411010805
Turbulen
0.8
0.017
0.000226865
3.14
65460.2674174261
Turbulen
0.8
0.6 927.82529 830.15947
0.5
1.32656
0.401209606
0.4 0.3525336951
hv
0.3
0.2
0.1
0.1770489701
0.0732614537
0 814
2.8573300259
3.29 11 .09841030491435492
1.7903768426
v (m/s)
2.6537674814
2.8573300259
3.29
$ (m/s)
%
& (m3/s)
P$ 'a#
P$ m!as
1.0813413492
0.0260954576
0.0002453185
715.5139948135
146.49873
1.7903768426
0.0230048553
0.0004061738
1729.1632844748
390.66328
2.6537674814
0.0208492244
0.000602047
3443.0492405663
781.32656
2.8573300259
0.0204675339
0.0006482282
3918.4465161033
830.15947
3.2919400945
0.0197557098
0.000746826
5020.2353885994
927.82529
0.5140217313
9400945
h$ 'a#
h$ m!as
g (m/s)
P1
P2
0.0732614537
0.015
9.8
439.49619
292.99746
0.1770489701
0.04
9.8
1269.65566
878.99238
0.3525336951
0.08
9.8
2832.30878
2050.98222
0.401209606
0.085
9.8
3271.80497
2441.6455
0.5140217313
0.095
9.8
3711.30116
2783.47587
h#
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
I
27.17
27.39
27.34
II
16.23
16.88
16.32
III
14.36
14.43
14.44
IV
11.81
11.88
11.9
V
10.84
10.7
10.72
t rata-rata (s)
V(m3)
Q (m3)
d1 (mm)
d1 (m)
d2 (mm)
27.3
0.01
0.0003663004
17
0.017
28.4
16.476666667
0.01
0.0006069189
17
0.017
28.4
14.41
0.01
0.0006939625
17
0.017
28.4
11.863333333
0.01
0.0008429334
17
0.017
28.4
10.753333333
0.01
0.0009299442
17
0.017
28.4
90000 80000
R e y n o l d s
70000 60000 50000 40000 30000 20000 10000 0 1.6146182368
2.6752424357
v (m/s)
3.058922822
3.7155727338
4.0
Pe d2 (m)
l (mm)
l (m)
A1 (m2)
A2 (m2)
v (m/s)
0.0284
125
0.12 0.125 5
0.00 0.0002 0226 2687 87 0.00 0.0006 0633 3315 15
1.61 1.6146 4618 1823 2368 68
0.0284
125
0.12 0.125 5
0.00 0.0002 0226 2687 87 0.00 0.0006 0633 3315 15
2.67 2.6752 5242 4243 4357 57
0.0284
125
0.12 0.125 5
0.00 0.0002 0226 2687 87 0.00 0.0006 0633 3315 15
3. 3.05 0589 8922 2282 822 2
0.0284
125
0.12 0.125 5
0.00 0.0002 0226 2687 87 0.00 0.0006 0633 3315 15
3.71 3.7155 5572 7273 7338 38
0.0284
125
0.12 0.125 5
0.00 0.0002 0226 2687 87 0.00 0.0006 0633 3315 15
4. 4.09 0991 9108 0829 295 5
90000 80000 70000 60000 53322.39
50000
Re
40000 30000
32182.2477730176
20000 10000 0
9108295
1.61 1.6146 4618 1823 2368 68
2.6 2.675 7524 2424 2435 357 7
v (m/s
besaran penampang
v2
Re
Jenis aliran
Pv !al
0. 0.5 57853 785368 683 36
32182 2182.2 .24 477 777 73
Turbule bulen n
0.02 .023622 362285 855 5 225.6 25.64 41879 18798 8
0. 0.9 9585 5857104 710473 73
533 53322.3 22.39 971 718 8
Turbule bulen n
0.02 .020821 082135 358 8 545.9 45.98 87838 78382 2
1.09 1.0960 6048 4827 2736 36
6096 60969. 9.83 8379 7904 04
Turbu urbule len n
0. 0.02 0201 0135 3528 282 2 690. 690.30 3071 7155 554 4
1. 1.3 3313 3133371 337136 36
740 4058 58.0 .05 526 261 16
Turbule bulen n
0. 0.0 01917 19179 977 970.1 70.15 58198 81989 9
1.46 1.4687 8759 5904 0474 74
8170 81702. 2.60 6067 6715 15
Turbu urbule len n
0. 0.01 0187 8714 1446 468 8 1152 1152.1 .136 3641 411 1
1400 81702.6067145116 1200
74058.0526161883
1000
60969.8379044678 1800555
80 800 0
Pv
60 600 0
545.98
40 400 0
20 200 0
225.6418798429
0 3. 3.0 058 589 922 228 822
3. 3.7 7155 557 727338
4.09 .0991 910 082 829 95
1.61 1.6146 4618 1823 2368 68
2.6 2.675 7524 2424 2435 357 7
v
Pv meas
"v !al
"v meas
kl
"l
# (kg/m3)
$ (kg/m%s)
-390 -390.6 .663 63 0.01 0.0138 383 3
-0.0 -0.04 4
0.41 0.4117 1763 6369 69 0.05 0.0547 4769 69
996.59
0.00085
-537.1 -53 7.162 62 0.0334 0.033463 63
-0.055 -0.055
0.4 0.4117 117636 6369 9 0.1503 0.150355 55
996.59
0.00085
-634.8 -63 4.828 28 0.0423 0.042309 09
-0.065 -0.065
0.4 0.4117 117636 6369 9 0.1965 0.196575 75
996.59
0.00085
-1025. -10 25.49 49 0.0594 0.059461 61
-0.105 -0.105
0.4 0.4117 117636 6369 9 0.29003 0.29003
996.59
0.00085
-830.1 -83 0.159 59 0.0706 0.070614 14
-0.085 -0.085
0.4 0.4117 117636 6369 9 0.3529 0.352997 97
996.59
0.00085
0.4 0.35 1152.1364112398
0.3 970.1581988878
0.25
hl
690.3071554117 8382296
0.2 0.15 0.1 0.05 0
3. 3.05 0589 892 228 2822 22
(m/s)
3. 3.7 715 1557 572 273 733 38
4.09 .09910 1082 8295 95
1.6 1.6146 1461823 182368 68
2.6 2.6752
&
g
'1 (mm)
'1 (m)
3.14
9.8
30
0.03
70
3.14
9.8
145
0.145
200
3.14
9.8
205
0.205
270
3.14
9.8
225
0.225
3.14
9.8
305
0.305
24357
v (m/s)
3.058922822
3.7155727338
'2 (mm)
'2 (m)
P1
P2
0.07 0.07
29 292. 2.99 9975 75 68 683. 3.66 6607 07
0.2
1416.154 1953.316
0.27 0.27
20 2002 02..14 149 9 26 2636 36.9 .977 77
330
0.33 0.33
21 2197 97..48 481 1 32 3222 22.9 .972 72
390
0.39 0.39
29 2978 78..80 808 8 38 3808 08.9 .967 67
4.099108295
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
t rata-rata (s)
I
52.84
52.74
53
II
29.24
29.08
29.85
29.39
III
23.74
23.96
23.82
23.84
20.1
20
19.88 19.993333333
16.12
16.1
15.68 15.966666667
IV V
52.86
60000
50000
40000
Re 30000
.
20000 16620.797658028 10000
0 0.2987903069
0. 0.53739
.
V(m3) 0.01 .01 0.01
Q (m3/s) d1 (mm)
d1 (m)
d2 (mm)
0.00 .000189 28.4
0.0284
17
0.017
125
0.125
28.4
0.0284
17
0.017
125
0.125
0.00 .000419 28.4
0.0284
17
0.017
125
0.125
28.4
0.0284
17
0.017
125
0.125
0.00 .000626 28.4
0.0284
17
0.017
125
0.125
0.00034
0.01 .01 0.01
0.0005
0.01 .01
d2 (m)
l (mm)
l (m)
50 55025.5969229675
45 40
43943.4160155075
35
36852.9934649069
30
29893.6837088595
Pv
25 20 15.240
15
.
10 5
5.4561301363
0 .
55639
0.6625023332
0.7899661032
0.9891892874
0.298 0.2 9879 7903 0306 069 9
0.53 0.5373 7395 9556 5639 39
v
v (m/s)
Penge!ilan penampang A1 (m2) A2 (m2) v1 (m/s)
v2
Re
0.000 0.0 0063 633 3 0.0 0.000 0022 227 7 0.2 0.298 9879 79 0.83 0.8338 3883 83 1662 16620.7 0.797 977 7
Jenis aliran Turbule urbulen n
0.027 0.02786 866 6
0.000 0.0 0063 633 3 0.0 0.000 0022 227 7 0.5 0.537 3739 396 6 1.499 1.49979 798 8 2989 29893.6 3.683 837 7
Turbule urbulen n
0.024 0.02406 063 3
0.000 0.0 0063 633 3 0.0 0.000 0022 227 7 0.6 0.662 6250 502 2 1.848 1.84895 955 5 3685 36852.9 2.993 935 5
Turbule urbulen n
0.022 0.02283 836 6
0.000 0.0 0063 633 3 0.0 0.000 0022 227 7 0.7 0.789 8996 966 6 2.204 2.20468 689 9 439 43943 43.41 .416 6
Turbule urbulen n
0.021 0.02185 853 3
0.000 0.0 0063 633 3 0.0 0.000 0022 227 7 0.9 0.989 8918 189 9 2.760 2.76069 694 4 5502 55025.5 5.596 969 9
Turbule urbulen n
0.020 0.02065 658 8
0.18
44.3335282303
0.16 0.14 0.12
29.9094299954
hl 21.9822077921
0.1 0.1 0.08 0.06
8073187
0.04 0.02
0.0146084003
0
0. 0.66 6625 2502 0233 3332 32
0. 0.78 7899 9966 6610 1032 32
0.98 0. 9891 9189 8928 2874 74
0.2987903069
(m/s)
Pv !al (Pas) v meas (Pa)"v !al (m) "v meas (m)
kl
"l (m)
# (kg/m3)
5.45613014 195.33164 0.214612
0.02
3.207198 0.014608 996.59
15.2408073 244.16455 0.599484
0.025
3.207198 0.047256 996.59
21.9822078 292.99746 0.864651
0.03
3.207198 0.07182 996.59
29.90943 390.66328 1.176461
0.04
3.207198 0.102114 996.59
0.055
3.207198 0.160114 996.59
44.3335282 537.16201 1.743821
0.1601136878
0.1021143
0.071819847 0.0472560923
.53 .5373955639
0.66 .6625023332
0.78 .7899661032
0.98 .9891892874
v (m/s)
( (k kg/m%s)
&
g
'1 (mm)
'1 (m)
0.00085
3.14
9.8
130
0.00085
3.14
9.8
195
0.195
0.00085
3.14
9.8
225
0.00085
3.14
9.8
265
0.00085
3.14
9.8
335
0.13
'2 (mm)
'2 (m)
P1
110
0.11
1269.656
170
0.17
1904.483
0.225
195
0.1 .19 95
21 219 97. 7.48 481 1
0.265
225
0.2 .22 25
25 258 88. 8.14 144 4
0.335
280
0.28
3271.805
P2 1074.324 1660.319 1904.483 2197.481 2734.643
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
t rata-rata (s)
I
29.63
29.16
29.27 29.35333333
II
15.97
15.43
15.99 15.79666667
III
13.25
13.25
13.36 13.28666667
IV
12.53
12.68
12.33 12.51333333
V
11.15
11.11
11.28
11.18
V(m3)
Q (m3)
d1 (mm)
d1 (m)
l (mm)
l (m)
A1 (m2) v 1 (m/s)
0.01 .01
0.00 .000341
17
0.017
203
0.2 0.203 03
0.000 0.00022 227 7 1.5 1.501 0167 672 2
0.01 .01
0.00 .000633
17
0.017
203
0.2 0.203 03
0.000 0.00022 227 7 2.7 2.790 9040 404 4
0.01 .01
0.00 .000753
17
0.017
203
0.2 0.203 03
0.000 0.00022 227 7 3.3 3.317 1754 542 2
0.01 .01
0.00 .000799
17
0.017
203
0.2 0.203 03
0.000 0.00022 227 7 3.5 3.522 2256 569 9
0.01 .01
0.00 .000894
17
0.017
203
0.2 0.203 03
0.000 0.00022 227 7 3.9 3.942 4267 672 2
90000 80000 70000
.
60000 55617.76941 50000
Re
40000 30000
29931.0253532835
20000 10000 0 1.5016719691
2.7904037476
v (m/s)
3.3
.
Re
lb* +, Jenis aliran
2993 29 931 1
Turbu urbule len n
0. 0.02 0240 4055 55 322. 322.76 7676 76 273. 273.46 4643 43 0.016524 0.028
1.5
5561 55 617. 7.77 77
Turbu urbule len n
0.02 0.0206 0603 03 954. 954.55 5547 47 390. 390.66 6633 33 0.048868 0.04
1.5
6612 66 124. 4.59 59
Turbu urbule len n
0.01 0.0197 9731 31 1292 1292.1 .148 48 537. 537.16 162 2 0.066152 0.055
1.5
7021 70 211. 1.14 14
Turbu urbule len n
0.01 0.0194 9437 37 1435 1435.1 .118 18 634. 634.82 8278 78 0.073471 0.065
1.5
7858 78 584. 4.56 56
Turbu urbule len n
0.01 0.0188 8897 97 1747 1747.9 .903 03 683. 683.66 6607 07 0.089484 0.07
1.5
Pv !al
Pv meas
"v !al
"v meas
kl
2000 1800
78584.5585155081
1600
70211.1372565302 66124.5883745645
1400 12 129 9 .
.
1200 1000
7025
P v
954.5547035898
800 600 400
322.7675533779
200 0 . 17 1754 5422 2237 378 8
3.52 3.5225 2568 6882 8225 25
3. 3.94 9426 2672 7243 4388 88
1.5016719691
2.7904037476
3.31754223
v (m/s)
.
"l
# (kg/m3) (kg/m%s)
&
g
'1 (mm)
0.172578 996.59
0.00085
3.14
9 .8
100
0.5958944 996.59
0.00085
3.14
9 .8
320
0.8423025 996.59
0.00085
3.14
9 .8
0.9496294 996.59
0.00085
3.14
9 .8
1.1896428 996.59
0.00085
3.14
9 .8
'1 (m)
'2 (mm)
0.1
72
0.32
280
410
0.41
355
510
0.51
445
540
0.54
470
1.4
1747.9025269533
1.2
1435.1179374779
1
2.1481111256 0.8423025
0.8
hl
0.6
0.5958943679
0.4 0.2
0.1725779619
0
.
78
3.5225688225
3.9426724388
1. 1.50 5016 1671 7196 9691 91
2. 2.79 7904 0403 0374 7476 76
v (m/s)
3. 3.31 3175 7542 4223 2378 78
'2 (m)
P1
P2
0.07 0.072 2
976. 976.65 6582 82 703 703.1 .193 939 9
0.2 0.28
31 3125 25.3 .30 06 27 2734 34.6 .64 43
0.35 0.355 5
4004 4004.2 .299 99 346 3467. 7.13 137 7
0.44 0.445 5
4980 4980.9 .957 57 434 4346. 6.12 129 9
0.4 0.47
52 5273 73.9 .95 54 45 4590 90.2 .29 94
1.189642803
0.9496294216 82
3.522 3.5 2256 5688 8822 225 5
3.94 3.9426 2672 7243 4388 88
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
ata-rata (
I
31.35
31.56
31.3 31.40333
II
16.83
16.95
16.97 16.91667
III
15.08
15.21
15.5 15.26333
IV
12.99
12.56
12.63 12.72667
V
11.97
11.68
11.77 11.80667
V(m3)
Q (m3)
d1 (mm)
d1 (m)
l (mm)
l (m)
A1 (m2) v 1 (m/s)
0.01 .01
0.00 .000318
17
0.017
322
0.3 0.322 22
0.000 0.00022 227 7 1.4 1.403 0364 643 3
0.01 .01
0.00 .000591
17
0.017
322
0.32 0.322 2
0.00 0.0002 0227 27 2.60 2.6056 566 6
0.01 .01
0.00 .000655
17
0.017
322
0.3 0.322 22
0.000 0.00022 227 7 2.8 2.887 8790 906 6
0.01 .01
0.00 .000786
17
0.017
322
0.3 0.322 22
0.000 0.00022 227 7 3.4 3.463 6352 521 1
0.01 .01
0.00 .000847
17
0.017
322
0.3 0.322 22
0.000 0.00022 227 7 3.7 3.733 3340 406 6
80000 70000
.
60000
57561.1725837 51935.4895095595
50000
R e
40000 30000
27977.1371681365
20000 10000 0 1.403643282
2.6056597753
v (m/s)
Bend +,
2.88790639
3.46
.
Re
Jenis aliran
27977.14
Turbulen
51935.49
Pv !al
Pv meas
"v !al
"v meas
kl
0.0 .02 24464 454.928 390.66 .6633 0.04658
0.04
0.7
Turbulen
0.0 .02 20959 1343.072 585.99 .9949 0.137517
0.06
0.7
57561.17 .17
Turb urbule ulen
0.02 .020427 1607.9 .91 18 634.8 .82 278 0.16 .164635
0.06 .065
0.7
69034.21
Turbulen
0.0 .01 1952 2210.037 732.49 .4937 0.226286
0.075
0.7
74413.5
Turbulen
0.0 .01 19157 2520.156 781.32 .3266 0.258039
0.08
0.7
3000 74413.4978150803 69034.2088163998 .
2500 2210.03
55 2000
Pv
1607.9175291335
1500 1343.0720597327 1000
500
454.9279703
0 .
5210 210476
3.7 .73 334058045 1.403643282
2.6056597753
2.88790639
3.4635210476
v (m/s)
"l
# (kg/m3) (kg/m%s)
&
g
0.0703648 996.59
0.00085
3.14
9.8
0.24248082 996.59
0.00085
3.14
9.8
'1 (mm)
'1 (m)
'2 (mm)
80
0.08
40
245
0.245
185
.
0.29785726 996.59
0.00085
3.14
9.8
300
0.42842779 996.59
0.00085
3.14
9.8
375
0.4977971 996.59
0.00085
3.14
9.8
440
0.3
235
0.375
0.44
300 360
0.6
2520.1559805194 .
0.5
9199264
0.428427787 0.4
hl
0.3
0.2978572613 0.2424808166
0.2
0.1 0.0703648023 0 1.403643282
3.7334058045
2.6056597753
v m/s
'2 (m)
P1
P2
0.0 0.04
78 781. 1.32 326 66 39 390. 0.6 663 633 3
0.18 0.185 5
2392 2392.8 .813 13 180 1806. 6.81 818 8
0.23 0.235 5
2929 2929.9 .975 75 229 2295. 5.14 147 7
0.3
3662.468 2929.975
0.36
4297.296
3515.97
2.88790639
3.4635210476
3.
0.4977971036
334058045
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
t rata-rata (s)
I
33.06
33
II
18.86
18.42
18.52
III
13.34
13.64
13.66 13.54666667
IV
12.64
12.59
12.7 12.64333333
V
10.91
10.86
10.76 10.84333333
33.01 33.02333333
18.6
V(m3)
Q (m3)
d1 (mm)
d1 (m)
l (mm)
l (m)
A1 (m2) v 1 (m/s)
0.01 .01
0.00 .000303
17
0.017
247
0.24 0.247 7
0.00 0.0002 0227 27 1.33 1.3347 4786 86
0.01 .01
0.00 .000538
17
0.017
247
0.24 0.247 7
0.00 0.0002 0227 27 2.36 2.3698 9843 43
0.01 .01
0.00 .000738
17
0.017
247
0.24 0.247 7
0.00 0.0002 0227 27 3.25 3.2538 3869 69
0.01 .01
0.00 .000791
17
0.017
247
0.24 0.247 7
0.00 0.0002 0227 27 3.48 3.4863 6349 49
0.01 .01
0.00 .000922
17
0.017
247
0.24 0.247 7
0.00 0.0002 0227 27 4.06 4.0650 5086 86
90000 81024.47
80000
R e y n o l d s
70000
69489.2194202516 64855.4648772181
60000 50000
47235.2346345904
40000 30000 20000 10000
26604.6844918759
0 1.3 1.334 3478 7858 58443 443
2.3 2.3698 69842 42896 896
3.2 3.253 53868 86893 9369 69
3.4863 3.4863494 49422 225 5
4.065 4.06508 0855 55702 702
v (m/s)
lb* . Re
enis alira
Pv !al
Pv meas
"v !al
"v meas
kl
0. 0.05 055 5
0. 0.4 4
0.08 .08
0.4
6485 64 855. 5.46 46 Turbu urbule len n 0. 0.01 0198 9827 27 13 1303 03.1 .118 18 976. 976.65 6582 82 0. 0.15 1556 5611 116 6
0. 0.1 1
0. 0.4 4
6948 69 489. 9.22 22 Tur urbu bule len n 0.01 0.0194 9488 88 14 1495 95.9 .978 78 1123 1123.1 .157 57 0.17 0.1755 5586 864 4
0.11 0.115 5
0.4 0.4
8102 81 024. 4.47 47 Tur urbu bule len n 0.01 0.0187 8754 54 20 2033 33.8 .868 68 2295 2295.1 .147 47 0.22 0.2297 9727 279 9
0.23 0.235 5
0.4 0.4
2660 26 604. 4.68 68 Turbu urbule len n 0. 0.02 0247 4774 74 21 219. 9.28 2839 39 537. 537.16 162 2 0. 0.03 0327 2719 199 9 47235.23 .23 Turb urbule ulen 0.02 .021462
691.23 .23
781.32 .3266 0.08 .0893513
2500 .
25 2567 6717 1732 32 2033.868483068
2000
1500
1495.9783474925 1303.1175522741
Pv 1000 691.2300263564 500 500 219.2838598588 0 1. 1.33 3347 4785 8584 8443 43
2. 2.36 3698 9842 4289 896 6
3. 3.25 2538 3868 6893 9369 69
v (m/s)
3. 3.48 4863 6349 4942 4225 25
4. 4.06 0650 5085 8557 5702 02
"l
# (kg/m3) (kg/m%s)
&
g
'1 (mm)
'1 (m)
70
0.07
15
0.17
90
0.275
175
0.03636 996.59
0.00085
3.14
9.8
0.114615 996.59
0.00085
3.14
9.8
170
0.216075 996.59
0.00085
3.14
9.8
275
0.248054 996.59
0.00085
3.14
9.8
330
0.337243 996.59
0.00085
3.14
9.8
495
0.33 0.495
'2 (mm)
215
260
0.4 0.35
0.3372432794
0.3 0.25
hl
0.2480537203 0.2160747563
0.2 0.15 0.1146154153
0.1 0.05
0.0363602704
0 1. 1.33 3347 478 858 5844 443 3
2. 2.36 369 9842 84289 896 6
3.2 3.253 538 868 6893 9369 69
v (m/s)
3. 3.4 4863 634 494 942 225
4.0 .065 6508 0855 557 702
'2 (m)
P1
P2
0.01 0.015 5
683. 683.66 6607 07 146 146.4 .498 987 7
0.0 0.09
16 1660 60.3 .31 19 87 878. 8.9 992 924 4
0.1 0.175
268 685 5.81 .81
17 1709 09.1 .15 52
0.21 0.215 5
3222 3222.9 .972 72 209 2099. 9.81 815 5
0.2 0.26
48 4834 34.4 .45 58 25 2539 39.3 .31 11
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
t rata-rata (s)
I
39.14
39.33
39.73
II
19.04
19.03
19.66 19.243333333
III
12.92
12.73
11.44 12.363333333
IV
11.44
11.44
11.34 11.406666667
V
10.71
10.71
10.75 10.723333333
39.4
90000 80000
R e y n o l d s
70000 60000 50000 40000 30000 20000
222
10000 0 1.11875832
V(m3)
Q (m3)
0.01 .01
0.00 .000254
0.01
0.00052
0.01 .01
0.00 .000809
0.01 .01 0.01 .01
d1 (mm)
d1 (m)
l (mm)
l (m)
A1 (m2)
v 1 (m/s)
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 1.11 1.1187 8758 583 3
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 2.29 2.2906 0615 155 5
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 3.56 3.5653 5306 069 9
0.00 .000877
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 3.86 3.8643 4325 259 9
0.00 .000933
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 4.11 4.1105 0576 761 1
1600
81931.1809950308 77022.9717302789 71062.9844327351
1400 1200 1000
P v
45656.0902929178
800 600
8.8671117609
400 200
142.4843611
0
5
2.29 2.2906 0615 1551 5135 35
3.56 3.5653 5306 0691 9182 82
v (m/s)
3.86 3.8643 4325 2593 938 8
4.11 4.1105 0576 7611 1143 43
1.11 1.1187 8758 5832 3215 15
2.
Per!abangan Re
Jenis aliran
22298.87
Turbulen
45656.09
Pv !al
Pv meas
"v !al
"v meas
kl
0.025892 142.4844 292.9975 0.014589
0.03
2
Turbulen
0.021645 499.3385 195.3316 0.051127
0.02
2
71063
Turbulen
0.019379 1083.05 48.83291 0.110893
0.005
2
77023
Turbulen
0.018992 1246.975 48.83291 0.127678
0.005
2
81931.18
Turbulen
0.018701 1389.34 195.3316 0.142254
0.02
2
2 1.8 1389.339639309
1.6
1246.9750793304
1.4
1083.0495469379
h l
1.2 1 0.8
499.3385062075
0.6 0.4 0.2
105 105
0
90 9061 6155 5513 135 5
3. 3.56 565 530 306 69182 9182
v (m/)
3. 3.86 8643 4325 2593 938 8
4.1 4.11057 105761 6114 143 3
0.1277163451
0. 0.12 127 771 716 634 3451 51
0.5
"l
# (kg/m3) (kg/m%s)
&
g
'1 (mm)
'1 (m)
60
0.06
0.127716 996.59
0.00085
3.14
9.8
0.5354 996.59
0.00085
3.14
9.8
160
0.16
140
1.297083 996.59
0.00085
3.14
9.8
260
0.26
255
1.523777 996.59
0.00085
3.14
9.8
320
0.32
315
1.724167 996.59
0.00085
3.14
9.8
380
0.38
360
1.7241669379 1.5237770362 1.2970830022
0.5353999419
53 5399 9994 941 19
1.29 .2970 7083 8300 0022 22
v (m/s)
'2 (mm)
1.5 .523 2377 777 703 036 62
1.7 .72 241 416 6693 69379
30
'2 (m)
P1
P2
0.0 0.03
58 585. 5.99 994 49 29 292. 2.9 997 975 5
0.1 0.14
15 1562 62.6 .65 53 13 1367 67.3 .32 21
0.25 0.255 5
2539 2539.3 .311 11 249 2490. 0.47 478 8
0.31 0.315 5
3125 3125.3 .306 06 307 3076. 6.47 473 3
0.36
3711.301
3515.97
Bukaan katup
t1 (s)
t2 (s)
t3 (s)
t rata-rata (s)
I
24.35
24.1
24.71 24.386666667
II
20.64
20.82
20.62 20.693333333
III
17.53
17.38
17.44
17.45
IV
14.74
14.9
14.65 14.763333333
V
12.87
12.24
12.95 12.686666667
V(m3)
Q (m3)
0.01
0.00041
0.01 .01
0.00 .000483
0.01 .01
d (mm)
d (m)
l (mm)
l (m)
A (m2)
v (m (m/s)
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 1.80 1.8075 7507 07
17
0.017
150
0. 0.15 15
0. 0.00 0002 0227 27 2. 2.13 1301 011 1
0.00 .000573
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 2.52 2.5260 6022 22
0.01 .01
0.00 .000677
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 2.98 2.9857 5713 13
0.01 .01
0.00 .000788
17
0.017
150
0.15 0.15
0.00 0.0002 0227 27 3.47 3.4744 4441 41
1200
1000
800
600
Pv 4
400
.
329.8897440286 200
0 1.8075072936
2.130110
.
Per!abangan 0 Re
enis alira
Pv !a !al ((P Pas) Pv me meas (m (m)
"v !a !al ((m m)
36026.87 36026.8 7 Turbulen 0.02296 0.022966 6 329.889744 53 537. 7.16 1620 201 1
0.03 0.0337 3777 774 4
42456.93 42456.9 3 Turbulen 0.02204 0.022042 2 439.7261505 537.1620 537.16201 1
0.04 0.04502 502354 3546 6
50348.16 50348.1 6 Turbulen 0.02112 0.021122 2 592.5753515 488 488.3 .329 291 1
0.06 0.0606 0673 7377 77
59510.64 59510.6 4 Turbulen 0.02025 0.020258 8 793.9859965 390.6632 390.66328 8
0.08 0.08129 129619 6199 9
69251.87 69251.8 7 Turbulen 0.01950 0.019504 4 1035.207504 341.8303 341.83037 7
0.10 0.10599 599486 4861 1
0.6
1035.2075039625
793.9859964728
592.5753515234
0.5
0.4
0.3
hl 9.7261505395
0.2 0.1500190 0.1
0
.
773
2.5260216542
2.985713109
1.8075072936
3.4744412401
v (m/s)
"v meas (m)
kl
"l (m)
# (kg/m3) $ (kg/m%s)
&
g
0.055
0.9
0. 0 .150019 996.59
0.00085
3.14
9 .8
0.055
0.9
0. 0 .208349 996.59
0.00085
3.14
9 .8
0.05
0.9
0.292995 996.59
0.00085
3.14
9 .8
0.04
0.9
0.409338 996.59
0.00085
3.14
9 .8
0.035
0.9
0. 0 .554315 996.59
0.00085
3.14
9 .8
0.5543146805
0.4093384945
0.2929952478 0.2083485738 97
2.1 .13 301100773
2.52 .5260216542
2.9 .98 85713109
3.4744412401
v (m/s)
'1 (mm)
'1 (m)
'2 (mm)
90
0.09
35
120
0.12
65
150
0.15
100
0.1
1464.987 976.6582
190
0.19
150
0.1 0.15
18 1855 55..65 651 1 14 146 64.98 4.987 7
225
0.225
190
0.1 0.19
21 2197 97..48 481 1 18 185 55.65 5.651 1
'2 (m)
P1 (Pas) P2 (Pas)
0.03 0.035 5
87 878. 8.99 9924 24 34 341. 1.83 8304 04
0.0 .065 65
11 1171 71.9 .99 9
63 634 4.827 .8278 8
Bukaan katup
t1 (S)
t2 (S)
t3 (S)
I
40.84
40.69
40.76
II
24.93
24.32
24.61
III
16.77
16.48
16.58
IV
15.93
15.12
15.23
V
13.4
13.15
13.62
