HASIL PENGUJIAN PENGUKURAN PARTIAL DISCHARGE GIS GLUGUR UPT MEDAN
LAMPIRAN
HASIL PENGUJIAN PENGUKURAN PARTIAL DISCHARGE GIS GLUGUR UPT MEDAN
AI A-TRANSI NOR
NO
01.
02.
03.
04.
05.
06.
07.
08.
09.
10.
11.
12.
13.
14.
15.
16.
TANGGAL
PENGUJI AN
BAY
07-04-2010
PMT
07-04-2010
PMS Bus 1
07-04-2010
CT Bus
07-04-2010
PMS Bus 2
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
KOMPARTEMEN
CT Trafo
TRAFO 1
PMS Ground Pengapit
Bawah
GI L 1
GI L 2
GI L 3
Bus Bar 1
Bus Bar 2
PMT
PMS Bus 1
CT Bus
PMS Bus 2
CT Trafo
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
0.44
0.23
Average
0.29
Normal
S
0.43
0.23
0.49
Normal
Normal
T
0.46
0.23
0.29
R
0.74
0.40
0.52
Normal
S
0.85
0.26
0.34
Normal
T
0.56
0.30
0.38
Normal
R
1.67
0.23
0.40
Normal
S
0.50
0.24
0.32
Normal
T
0.42
0.22
0.28
Normal
R
0.68
0.34
0.46
Normal
S
0.48
0.27
0.34
Normal
Normal
T
0.58
0.33
0.43
R
0.53
0.27
0.34
Normal
S
0.46
0.23
0.30
Normal
T
0.49
0.23
0.40
Normal
R
0.48
0.22
0.29
Normal
S
0.57
0.32
0.40
Normal
T
0.71
0.25
0.33
Normal
R
1.67
0.22
0.29
Normal
S
0.45
0.21
0.28
Normal
Normal
T
0.47
0.23
0.30
R
0.49
0.22
0.29
Normal
S
1.67
0.22
0.28
Normal
T
0.44
0.22
0.28
Normal
R
0.53
0.24
0.30
Normal
S
0.52
0.23
0.30
Normal
Normal
T
0.48
0.23
0.30
R
1.67
0.25
0.33
Normal
S
0.44
0.21
0.28
Normal
Normal
T
0.51
0.25
0.32
R
1.01
0.26
0.33
Normal
S
1.67
0.25
0.33
Normal
Normal
T
0.67
0.30
0.40
R
1.67
0.28
0.41
Normal
S
0.74
0.30
0.41
Normal
Normal
T
1.67
0.30
0.42
R
1.67
0.32
0.44
Normal
S
0.90
0.31
0.42
Normal
T
0.64
0.32
0.42
Normal
R
0.51
0.26
0.53
Normal
S
1.67
0.31
0.43
Normal
T
0.73
0.31
0.42
Normal
R
1.67
0.29
0.44
Normal
S
1.67
0.29
0.41
Normal
Normal
T
0.91
0.29
0.42
R
1.67
0.30
0.41
Normal
S
0.75
0.31
0.41
Normal
T
1.67
0.31
0.42
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
17.
18.
19.
20.
21.
22.
TANGGAL
PENGUJI AN
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
BAY
TRAFO 2
KOMPARTEMEN
PMS Ground
GI L 1
GI L 2
GI L 3
Bus Bar 1
Bus Bar 2
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
1.67
0.29
Average
0.40
Normal
S
1.67
0.31
0.43
Normal
T
1.67
0.29
0.43
Normal
R
1.20
0.37
0.55
Normal
S
0.82
0.34
0.49
Normal
Normal
T
1.39
0.33
0.47
R
0.85
0.37
0.51
Normal
S
0.85
0.35
0.48
Normal
Normal
T
1.03
0.35
0.54
R
1.19
0.42
0.63
Normal
S
0.57
0.27
0.35
Normal
Normal
T
1.67
0.38
0.61
R
1.67
0.36
0.54
Normal
S
1.67
0.33
0.50
Normal
Normal
T
1.67
0.36
0.64
R
1.61
0.32
0.51
Normal
S
1.38
0.37
0.55
Normal
T
1.67
0.34
0.56
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
23.
24.
25.
26.
27.
TANGGAL
PENGUJI AN
BAY
KOMPARTEMEN
PMT
06-04-2010
06-04-2010
PMS Bus 1
06-04-2010
CT Bus
06-04-2010
PMS Bus 2
06-04-2010
PMS Line
PAYA GELI 1
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
06-04-2010
CT Line
06-04-2010
GI L 1
06-04-2010
GI L 2
06-04-2010
Bus Bar 1
06-04-2010
Bus Bar 2
08-04-2010
PMT
08-04-2010
PMS Bus 1
08-04-2010
CT Bus
08-04-2010
PMS Bus 2
08-04-2010
PMS Line
PAYA GELI 2
38.
39.
40.
08-04-2010
08-04-2010
08-04-2010
CT Line
GI L 1
GI L 2
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
0.45
0.23
Average
0.29
Normal
S
1.03
0.24
0.30
Normal
T
1.04
0.24
0.30
Normal
R
0.42
0.21
0.27
Normal
S
0.51
0.22
0.28
Normal
Normal
T
0.44
0.21
0.27
R
0.40
0.21
0.27
Normal
S
0.41
0.22
0.28
Normal
Normal
T
1.67
0.20
0.29
R
1.44
0.21
0.28
Normal
S
1.67
0.21
0.27
Normal
Normal
T
0.44
0.20
0.27
R
0.50
0.25
0.31
Normal
S
0.50
0.23
0.30
Normal
Normal
T
0.47
0.24
0.30
R
0.53
0.25
0.32
Normal
S
0.51
0.25
0.32
Normal
Normal
T
0.53
0.24
0.31
R
0.47
0.23
0.30
Normal
S
1.59
0.29
0.37
Normal
Normal
T
1.67
0.23
0.32
R
1.04
0.24
0.33
Normal
S
1.67
0.23
0.30
Normal
Normal
T
1.67
0.31
0.44
R
0.45
0.22
0.29
Normal
S
0.61
0.23
0.29
Normal
T
0.80
0.22
0.31
Normal
R
0.45
0.22
0.29
Normal
S
0.62
0.24
0.30
Normal
T
0.58
0.23
0.31
Normal
R
0.67
0.28
0.39
Normal
S
1.06
0.30
0.42
Normal
Normal
T
0.66
0.31
0.42
R
1.67
0.31
0.44
Normal
S
0.73
0.32
0.43
Normal
T
0.66
0.33
0.44
Normal
R
0.68
0.32
0.43
Normal
S
0.66
0.30
0.42
Normal
Normal
T
0.85
0.33
0.46
R
0.74
0.29
0.39
Normal
S
1.06
0.29
0.38
Normal
Normal
T
1.67
0.30
0.43
R
1.32
0.36
0.48
Normal
S
1.67
0.38
0.50
Normal
Normal
T
0.79
0.32
0.43
R
0.71
0.33
0.43
Normal
S
0.75
0.31
0.44
Normal
Normal
T
0.69
0.30
0.42
R
0.82
0.34
0.47
Normal
S
1.61
0.34
0.47
Normal
Normal
T
1.67
0.42
0.61
R
1.05
0.18
0.24
Normal
S
1.41
0.53
0.71
Normal
T
1.67
0.37
0.49
Normal
R
1.67
0.31
0.47
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
TANGGAL
PENGUJI AN
41.
08-04-2010
42.
08-04-2010
BAY
Amplitudo ( mV)
KOMPARTEMEN
PHASA
Max
Min
Bus Bar 1
S
1.30
0.32
0.43
Normal
T
1.32
0.31
0.44
Normal
R
0.71
0.30
0.41
Normal
Bus Bar 2
KETERANGAN
Average
S
0.70
0.30
0.40
Normal
T
0.63
0.30
0.41
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
TANGGAL
PENGUJI AN
BAY
PMT
07-04-2010
07-04-2010
PMS Bus 1
07-04-2010
CT Bus 1
07-04-2010
PMS Bus 2
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
KOMPARTEMEN
CT BUS 2
BUS KOPEL
PMS Ground Pengapit
1
PMS Ground Pengapit
2
PT Bus Bar 1
PT Bus Bar 2
Bus Bar 1
Bus Bar 2
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
0.51
0.23
Average
0.30
Normal
S
0.49
0.23
0.30
Normal
T
0.45
0.23
0.30
Normal
R
1.62
0.22
0.30
Normal
S
1.67
0.22
0.31
Normal
Normal
T
0.44
0.22
0.28
R
0.39
0.19
0.24
Normal
S
0.65
0.24
0.31
Normal
Normal
T
0.65
0.24
0.32
R
0.47
0.24
0.30
Normal
S
1.56
0.22
0.28
Normal
Normal
T
1.67
0.22
0.31
R
0.49
0.24
0.31
Normal
S
0.64
0.24
0.31
Normal
Normal
T
0.52
0.24
0.31
R
0.84
0.22
0.29
Normal
S
0.72
0.22
0.29
Normal
Normal
T
0.58
0.21
0.28
R
1.67
0.22
0.30
Normal
S
0.44
0.22
0.28
Normal
Normal
T
0.84
0.21
0.28
R
1.67
0.22
0.28
Normal
S
0.58
0.22
0.32
Normal
Normal
T
1.67
0.22
0.30
R
0.43
0.21
0.28
Normal
S
0.45
0.23
0.30
Normal
T
0.60
0.23
0.30
Normal
R
0.91
0.23
0.30
Normal
S
0.41
0.22
0.28
Normal
T
1.67
0.22
0.30
Normal
R
1.67
0.24
0.31
Normal
S
1.67
0.23
0.30
Normal
T
0.51
0.23
0.30
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
TANGGAL
PENGUJI AN
Max
Min
Average
54.
06-04-2010
0.43
0.21
0.28
55
06-04-2010
0.45
0.22
0.28
56
06-04-2010
0.45
0.22
0.28
57
06-04-2010
0.46
0.22
0.28
58
07-04-2010
0.43
0.23
0.28
59
07-04-2010
0.50
0.21
0.28
60
07-04-2010
0.43
0.21
0.27
61
08-04-2010
0.43
0.21
0.27
62
08-04-2010
0.42
0.21
0.27
63
08-04-2010
0.49
0.21
0.27
Catatan :
BAY
Beground
Noise
KOMPARTEMEN
Amplitudo ( mV)
PHASA
Mengetahui : UTRAGI MEDAN
Supervisor GI S GLUGUR
KETERANGAN
Dilakukan
sebelum
pengujian
Pelaksana : ASESSMENT GI S
1. Bambang I swahyudi
2. Siswo
HADI SUROSO
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
TANGGAL
NO
PENGUKURAN
01.
02.
03.
04.
05.
06.
07.
08.
09.
10.
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
TANGGAL
NO
PENGUKURAN
01.
02.
03.
04.
05.
06.
07.
08.
09.
10.
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
TANGGAL
NO
PENGUKURAN
01.
02.
06-04-2010
06-04-2010
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
Paya Geli 1
PMS Line
CT Line
PMT
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
196
196
196
196
196
196
196
196
196
196
110
110
110
110
110
110
110
110
110
110
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
Paya Geli 2
PMS Line
CT Line
PMT
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
196
196
196
196
196
196
196
196
196
196
110
110
110
110
110
110
110
110
110
110
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
CT Trafo
PMT
1280
1280
995
995
BAY
ARUS
OPERASI
( b)
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
R
S
T
R
S
T
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
32.7
32.4
33.6
33.6
35.6
35.4
36.0
35.9
32.4
33.1
32.5
32.5
33.5
33.7
35.8
35.8
36.4
36.2
32.7
33.2
32.4
32.4
33.2
33.6
36.8
36.7
36.5
36.3
32.1
33.5
32
32
32
32
34
34
34
34
32
32
2.2
1.3
5.1
5.1
5.1
4.4
6.3
6.0
1.3
3.5
1.6
1.6
4.8
5.4
5.7
5.7
7.6
7.0
2.2
3.8
1.3
1.3
3.8
5.1
8.9
8.6
7.9
7.3
0.3
4.8
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
32.6
32.4
33.0
32.3
33.5
33.4
33.7
33.5
32.3
32.5
32.5
33.3
33.5
32.1
33.5
33.0
33.5
33.7
32.3
32.7
32.3
32.5
33.3
32.9
33.5
33.3
33.4
33.4
32.4
32.4
32
32
32
32
32
32
32
32
32
32
1.9
1.3
3.2
1.0
4.8
4.4
5.4
4.8
1.0
1.6
1.6
4.1
4.8
0.3
4.8
3.2
4.8
5.4
1.0
2.2
1.0
1.6
4.1
2.9
4.8
4.1
4.4
4.4
1.3
1.3
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
35.7
35.7
35.7
36.0
35.4
35.4
33
33
1.9
1.3
1.6
4.1
1.0
1.6
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Universitas Sumatera Utara
03.
04.
05.
06.
07.
08.
09.
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2009
TANGGAL
NO
PENGUKURAN
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
1280
1280
1280
1280
1280
1280
1280
995
995
995
995
995
995
995
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
1435
1435
1435
1435
1435
1435
1435
1435
1435
1410
1410
1410
1410
1410
1410
1410
1410
1410
Trafo 1
01.
02.
03.
04.
05.
06.
07.
08.
09.
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2009
Trafo 2
CT Trafo
PMT
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
NO
TANGGAL
PENGUKURAN
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
01.
02.
03.
04.
05.
06.
07.
09-04-2010
09-04-2010
09-04-2010
09-04-2010
09-04-2010
09-04-2010
09-04-2009
Kopel
PMT
CT Bus 2
PMS Bus 2
Bus Bar 2
Bus Bar 1
PMS Bus 1
CT Bus 1
-
-
36.0
36.2
36.6
36.5
37.4
37.4
37.2
35.5
36.0
36.6
37.0
38.0
37.0
37.3
36.1
35.8
38.0
37.5
37.1
37.1
37.5
33
33
33
33
33
33
33
3.2
1.0
4.8
4.4
5.4
4.8
4.8
4.8
0.3
4.8
3.2
4.8
5.4
5.4
4.1
2.9
4.8
4.1
4.4
4.4
4.4
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
34.4
35.2
35.3
35.4
35.1
35.5
37.7
36.9
37.2
34.8
34.9
35.2
35.6
35.9
36.0
35.8
37.0
37.6
35.0
35.7
36.7
35.7
36.0
36.5
36.7
36.3
37.3
33
33
33
33
33
33
33
33
33
1.5
2.3
2.4
2.5
2.2
2.6
4.9
4.0
4.4
1.9
2.0
2.3
2.7
3.0
3.1
2.9
4.1
4.8
2.1
2.8
3.8
2.8
3.1
3.6
3.8
3.4
4.5
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
34.9
35.2
35.3
34.9
35.2
35.5
35.2
35.1
35.2
35.4
35.5
35.5
35.3
35.2
35.0
35.2
35.9
35.9
36.0
35.9
35.2
33
33
33
33
33
33
33
-
-
-
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Universitas Sumatera Utara
HASIL PENGUJIAN PENGUKURAN PARTIAL DISCHARGE GIS GLUGUR UPT MEDAN
AI A-TRANSI NOR
NO
01.
02.
03.
04.
05.
06.
07.
08.
09.
10.
11.
12.
13.
14.
15.
16.
TANGGAL
PENGUJI AN
BAY
07-04-2010
PMT
07-04-2010
PMS Bus 1
07-04-2010
CT Bus
07-04-2010
PMS Bus 2
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
KOMPARTEMEN
CT Trafo
TRAFO 1
PMS Ground Pengapit
Bawah
GI L 1
GI L 2
GI L 3
Bus Bar 1
Bus Bar 2
PMT
PMS Bus 1
CT Bus
PMS Bus 2
CT Trafo
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
0.44
0.23
Average
0.29
Normal
S
0.43
0.23
0.49
Normal
Normal
T
0.46
0.23
0.29
R
0.74
0.40
0.52
Normal
S
0.85
0.26
0.34
Normal
T
0.56
0.30
0.38
Normal
R
1.67
0.23
0.40
Normal
S
0.50
0.24
0.32
Normal
T
0.42
0.22
0.28
Normal
R
0.68
0.34
0.46
Normal
S
0.48
0.27
0.34
Normal
Normal
T
0.58
0.33
0.43
R
0.53
0.27
0.34
Normal
S
0.46
0.23
0.30
Normal
T
0.49
0.23
0.40
Normal
R
0.48
0.22
0.29
Normal
S
0.57
0.32
0.40
Normal
T
0.71
0.25
0.33
Normal
R
1.67
0.22
0.29
Normal
S
0.45
0.21
0.28
Normal
Normal
T
0.47
0.23
0.30
R
0.49
0.22
0.29
Normal
S
1.67
0.22
0.28
Normal
T
0.44
0.22
0.28
Normal
R
0.53
0.24
0.30
Normal
S
0.52
0.23
0.30
Normal
Normal
T
0.48
0.23
0.30
R
1.67
0.25
0.33
Normal
S
0.44
0.21
0.28
Normal
Normal
T
0.51
0.25
0.32
R
1.01
0.26
0.33
Normal
S
1.67
0.25
0.33
Normal
Normal
T
0.67
0.30
0.40
R
1.67
0.28
0.41
Normal
S
0.74
0.30
0.41
Normal
Normal
T
1.67
0.30
0.42
R
1.67
0.32
0.44
Normal
S
0.90
0.31
0.42
Normal
T
0.64
0.32
0.42
Normal
R
0.51
0.26
0.53
Normal
S
1.67
0.31
0.43
Normal
T
0.73
0.31
0.42
Normal
R
1.67
0.29
0.44
Normal
S
1.67
0.29
0.41
Normal
Normal
T
0.91
0.29
0.42
R
1.67
0.30
0.41
Normal
S
0.75
0.31
0.41
Normal
T
1.67
0.31
0.42
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
17.
18.
19.
20.
21.
22.
TANGGAL
PENGUJI AN
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
BAY
TRAFO 2
KOMPARTEMEN
PMS Ground
GI L 1
GI L 2
GI L 3
Bus Bar 1
Bus Bar 2
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
1.67
0.29
Average
0.40
Normal
S
1.67
0.31
0.43
Normal
T
1.67
0.29
0.43
Normal
R
1.20
0.37
0.55
Normal
S
0.82
0.34
0.49
Normal
Normal
T
1.39
0.33
0.47
R
0.85
0.37
0.51
Normal
S
0.85
0.35
0.48
Normal
Normal
T
1.03
0.35
0.54
R
1.19
0.42
0.63
Normal
S
0.57
0.27
0.35
Normal
Normal
T
1.67
0.38
0.61
R
1.67
0.36
0.54
Normal
S
1.67
0.33
0.50
Normal
Normal
T
1.67
0.36
0.64
R
1.61
0.32
0.51
Normal
S
1.38
0.37
0.55
Normal
T
1.67
0.34
0.56
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
23.
24.
25.
26.
27.
TANGGAL
PENGUJI AN
BAY
KOMPARTEMEN
PMT
06-04-2010
06-04-2010
PMS Bus 1
06-04-2010
CT Bus
06-04-2010
PMS Bus 2
06-04-2010
PMS Line
PAYA GELI 1
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
06-04-2010
CT Line
06-04-2010
GI L 1
06-04-2010
GI L 2
06-04-2010
Bus Bar 1
06-04-2010
Bus Bar 2
08-04-2010
PMT
08-04-2010
PMS Bus 1
08-04-2010
CT Bus
08-04-2010
PMS Bus 2
08-04-2010
PMS Line
PAYA GELI 2
38.
39.
40.
08-04-2010
08-04-2010
08-04-2010
CT Line
GI L 1
GI L 2
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
0.45
0.23
Average
0.29
Normal
S
1.03
0.24
0.30
Normal
T
1.04
0.24
0.30
Normal
R
0.42
0.21
0.27
Normal
S
0.51
0.22
0.28
Normal
Normal
T
0.44
0.21
0.27
R
0.40
0.21
0.27
Normal
S
0.41
0.22
0.28
Normal
Normal
T
1.67
0.20
0.29
R
1.44
0.21
0.28
Normal
S
1.67
0.21
0.27
Normal
Normal
T
0.44
0.20
0.27
R
0.50
0.25
0.31
Normal
S
0.50
0.23
0.30
Normal
Normal
T
0.47
0.24
0.30
R
0.53
0.25
0.32
Normal
S
0.51
0.25
0.32
Normal
Normal
T
0.53
0.24
0.31
R
0.47
0.23
0.30
Normal
S
1.59
0.29
0.37
Normal
Normal
T
1.67
0.23
0.32
R
1.04
0.24
0.33
Normal
S
1.67
0.23
0.30
Normal
Normal
T
1.67
0.31
0.44
R
0.45
0.22
0.29
Normal
S
0.61
0.23
0.29
Normal
T
0.80
0.22
0.31
Normal
R
0.45
0.22
0.29
Normal
S
0.62
0.24
0.30
Normal
T
0.58
0.23
0.31
Normal
R
0.67
0.28
0.39
Normal
S
1.06
0.30
0.42
Normal
Normal
T
0.66
0.31
0.42
R
1.67
0.31
0.44
Normal
S
0.73
0.32
0.43
Normal
T
0.66
0.33
0.44
Normal
R
0.68
0.32
0.43
Normal
S
0.66
0.30
0.42
Normal
Normal
T
0.85
0.33
0.46
R
0.74
0.29
0.39
Normal
S
1.06
0.29
0.38
Normal
Normal
T
1.67
0.30
0.43
R
1.32
0.36
0.48
Normal
S
1.67
0.38
0.50
Normal
Normal
T
0.79
0.32
0.43
R
0.71
0.33
0.43
Normal
S
0.75
0.31
0.44
Normal
Normal
T
0.69
0.30
0.42
R
0.82
0.34
0.47
Normal
S
1.61
0.34
0.47
Normal
Normal
T
1.67
0.42
0.61
R
1.05
0.18
0.24
Normal
S
1.41
0.53
0.71
Normal
T
1.67
0.37
0.49
Normal
R
1.67
0.31
0.47
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
TANGGAL
PENGUJI AN
41.
08-04-2010
42.
08-04-2010
BAY
Amplitudo ( mV)
KOMPARTEMEN
PHASA
Max
Min
Bus Bar 1
S
1.30
0.32
0.43
Normal
T
1.32
0.31
0.44
Normal
R
0.71
0.30
0.41
Normal
Bus Bar 2
KETERANGAN
Average
S
0.70
0.30
0.40
Normal
T
0.63
0.30
0.41
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
TANGGAL
PENGUJI AN
BAY
PMT
07-04-2010
07-04-2010
PMS Bus 1
07-04-2010
CT Bus 1
07-04-2010
PMS Bus 2
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
07-04-2010
KOMPARTEMEN
CT BUS 2
BUS KOPEL
PMS Ground Pengapit
1
PMS Ground Pengapit
2
PT Bus Bar 1
PT Bus Bar 2
Bus Bar 1
Bus Bar 2
Amplitudo ( mV)
PHASA
KETERANGAN
Max
Min
R
0.51
0.23
Average
0.30
Normal
S
0.49
0.23
0.30
Normal
T
0.45
0.23
0.30
Normal
R
1.62
0.22
0.30
Normal
S
1.67
0.22
0.31
Normal
Normal
T
0.44
0.22
0.28
R
0.39
0.19
0.24
Normal
S
0.65
0.24
0.31
Normal
Normal
T
0.65
0.24
0.32
R
0.47
0.24
0.30
Normal
S
1.56
0.22
0.28
Normal
Normal
T
1.67
0.22
0.31
R
0.49
0.24
0.31
Normal
S
0.64
0.24
0.31
Normal
Normal
T
0.52
0.24
0.31
R
0.84
0.22
0.29
Normal
S
0.72
0.22
0.29
Normal
Normal
T
0.58
0.21
0.28
R
1.67
0.22
0.30
Normal
S
0.44
0.22
0.28
Normal
Normal
T
0.84
0.21
0.28
R
1.67
0.22
0.28
Normal
S
0.58
0.22
0.32
Normal
Normal
T
1.67
0.22
0.30
R
0.43
0.21
0.28
Normal
S
0.45
0.23
0.30
Normal
T
0.60
0.23
0.30
Normal
R
0.91
0.23
0.30
Normal
S
0.41
0.22
0.28
Normal
T
1.67
0.22
0.30
Normal
R
1.67
0.24
0.31
Normal
S
1.67
0.23
0.30
Normal
T
0.51
0.23
0.30
Normal
Universitas Sumatera Utara
AI A-TRANSI NOR
NO
TANGGAL
PENGUJI AN
Max
Min
Average
54.
06-04-2010
0.43
0.21
0.28
55
06-04-2010
0.45
0.22
0.28
56
06-04-2010
0.45
0.22
0.28
57
06-04-2010
0.46
0.22
0.28
58
07-04-2010
0.43
0.23
0.28
59
07-04-2010
0.50
0.21
0.28
60
07-04-2010
0.43
0.21
0.27
61
08-04-2010
0.43
0.21
0.27
62
08-04-2010
0.42
0.21
0.27
63
08-04-2010
0.49
0.21
0.27
Catatan :
BAY
Beground
Noise
KOMPARTEMEN
Amplitudo ( mV)
PHASA
Mengetahui : UTRAGI MEDAN
Supervisor GI S GLUGUR
KETERANGAN
Dilakukan
sebelum
pengujian
Pelaksana : ASESSMENT GI S
1. Bambang I swahyudi
2. Siswo
HADI SUROSO
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
Universitas Sumatera Utara
TANGGAL
NO
PENGUKURAN
01.
02.
03.
04.
05.
06.
07.
08.
09.
10.
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
TANGGAL
NO
PENGUKURAN
01.
02.
03.
04.
05.
06.
07.
08.
09.
10.
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
TANGGAL
NO
PENGUKURAN
01.
02.
06-04-2010
06-04-2010
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
Paya Geli 1
PMS Line
CT Line
PMT
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
196
196
196
196
196
196
196
196
196
196
110
110
110
110
110
110
110
110
110
110
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
Paya Geli 2
PMS Line
CT Line
PMT
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
196
196
196
196
196
196
196
196
196
196
110
110
110
110
110
110
110
110
110
110
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
CT Trafo
PMT
1280
1280
995
995
BAY
ARUS
OPERASI
( b)
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
R
S
T
R
S
T
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
32.7
32.4
33.6
33.6
35.6
35.4
36.0
35.9
32.4
33.1
32.5
32.5
33.5
33.7
35.8
35.8
36.4
36.2
32.7
33.2
32.4
32.4
33.2
33.6
36.8
36.7
36.5
36.3
32.1
33.5
32
32
32
32
34
34
34
34
32
32
2.2
1.3
5.1
5.1
5.1
4.4
6.3
6.0
1.3
3.5
1.6
1.6
4.8
5.4
5.7
5.7
7.6
7.0
2.2
3.8
1.3
1.3
3.8
5.1
8.9
8.6
7.9
7.3
0.3
4.8
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
32.6
32.4
33.0
32.3
33.5
33.4
33.7
33.5
32.3
32.5
32.5
33.3
33.5
32.1
33.5
33.0
33.5
33.7
32.3
32.7
32.3
32.5
33.3
32.9
33.5
33.3
33.4
33.4
32.4
32.4
32
32
32
32
32
32
32
32
32
32
1.9
1.3
3.2
1.0
4.8
4.4
5.4
4.8
1.0
1.6
1.6
4.1
4.8
0.3
4.8
3.2
4.8
5.4
1.0
2.2
1.0
1.6
4.1
2.9
4.8
4.1
4.4
4.4
1.3
1.3
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
35.7
35.7
35.7
36.0
35.4
35.4
33
33
1.9
1.3
1.6
4.1
1.0
1.6
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Universitas Sumatera Utara
03.
04.
05.
06.
07.
08.
09.
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2010
06-04-2009
TANGGAL
NO
PENGUKURAN
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
1280
1280
1280
1280
1280
1280
1280
995
995
995
995
995
995
995
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
1435
1435
1435
1435
1435
1435
1435
1435
1435
1410
1410
1410
1410
1410
1410
1410
1410
1410
Trafo 1
01.
02.
03.
04.
05.
06.
07.
08.
09.
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2010
08-04-2009
Trafo 2
CT Trafo
PMT
CT Bus
PMS Bus 1
PMS Bus 2
Bus Bar 1
Bus Bar 2
GI L 1
GI L 2
NO
TANGGAL
PENGUKURAN
BAY
KOMPARTEMEN
ARUS
MAKSI MUM
YANG DI CAPAI
( a)
ARUS
OPERASI
( b)
01.
02.
03.
04.
05.
06.
07.
09-04-2010
09-04-2010
09-04-2010
09-04-2010
09-04-2010
09-04-2010
09-04-2009
Kopel
PMT
CT Bus 2
PMS Bus 2
Bus Bar 2
Bus Bar 1
PMS Bus 1
CT Bus 1
-
-
36.0
36.2
36.6
36.5
37.4
37.4
37.2
35.5
36.0
36.6
37.0
38.0
37.0
37.3
36.1
35.8
38.0
37.5
37.1
37.1
37.5
33
33
33
33
33
33
33
3.2
1.0
4.8
4.4
5.4
4.8
4.8
4.8
0.3
4.8
3.2
4.8
5.4
5.4
4.1
2.9
4.8
4.1
4.4
4.4
4.4
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
34.4
35.2
35.3
35.4
35.1
35.5
37.7
36.9
37.2
34.8
34.9
35.2
35.6
35.9
36.0
35.8
37.0
37.6
35.0
35.7
36.7
35.7
36.0
36.5
36.7
36.3
37.3
33
33
33
33
33
33
33
33
33
1.5
2.3
2.4
2.5
2.2
2.6
4.9
4.0
4.4
1.9
2.0
2.3
2.7
3.0
3.1
2.9
4.1
4.8
2.1
2.8
3.8
2.8
3.1
3.6
3.8
3.4
4.5
HASI L PEMERI KSAAN
SELI SI H SUHU
SUHU KOMPARTEMEN SUHU
T
R
S
T
R
S
RUANG
( c1)
( c2)
( c3 )
( d)
( e1)
( e2) ( e3 )
34.9
35.2
35.3
34.9
35.2
35.5
35.2
35.1
35.2
35.4
35.5
35.5
35.3
35.2
35.0
35.2
35.9
35.9
36.0
35.9
35.2
33
33
33
33
33
33
33
-
-
-
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Normal
KETERANGAN
e= ( a² / b² ) x( c-d)
Normal
Normal
Normal
Normal
Normal
Normal
Normal
Universitas Sumatera Utara