Post on 04-Jun-2019
transcript
0 10 20 30 40 50 60
Elevationfrom MSL
(m)
Depthfrom
groundlevel (m)
Bor Profile Description of Strata RemarksNumber of Blow S P T - N Graphic
N1
Sum ofBlow
N2 N3
ProjectLocationNumber of bor holeGWL elevation : + 2.090 m.
: BH. 1: Tanjung Parit: PCI
Day/DateSheet Number
yCoordinate x
: Irawan: Samsuhadi: Samsuhadi: YSO 1
Check byDescription byBor MasterDrilling Machine
: (25/08-02/09) 2007: 1/2: 168.719,2605: 214.601,2663
IN MALACCA AND SINGAPORE STRAITS IN THE REPUBLIC OF INDONESIATHE BASIC STUDY ON THE PROJECT FOR DEVELOPMENT VESSEL TRAFFIC SERVICE
DRILLING LOG
Silt
Clay
Gravel
Sand
Andesit rock
Shell fragment/Organic matter.
SPT-1
0.00
- 1.00
- 2.00
- 3.00
- 4.00
- 5.00
- 6.00
- 7.00
- 8.00
- 9.00
- 10.00
- 11.00
- 12.00
- 13.00
- 14.00
- 15.00
- 16.00
- 17.00
- 18.00
- 19.00
- 20.00
- 21.00
- 22.00
- 23.00
- 24.00
- 25.00
- 26.00
- 27.00
- 28.00
- 29.00
- 30.00
Clay, grey.
1
2
3
4
5
6
7
9
10
11
12
13
14
15
16
17
18
DS Sample
UDS Sample SPT Test
19
20
21
23
24
25
26
27
28
29
30
22
8
Undisturbed sample (9.50-10.00 m.)
- 17.451
- 16.451
- 15.451
- 14.451
- 13.451
- 12.451
- 11.451
- 10.451
- 9.451
- 8.451
- 7.451
- 6.451
- 5.451
- 4.451
- 3.451
- 2.451
- 1.451
- 0.451
+ 0.549
+ 1.549
+ 2.549
+ 3.549
+ 4.549
- 22.451
- 25.451
- 24.451
- 23.451
- 21.451
- 20.451
- 19.451
- 18.451
Undisturbed sample (19.50-20.00 m.)
Undisturbed sample (4.50-5.00 m.)
: (1.00-1.45)
: (2.00-2.45)SPT-2
: (3.00-3.45)SPT-3
: (4.00-4.45)SPT-4
: (5.00-5.45)SPT-5
: (6.00-6.45)SPT-6
: (7.00-7.45)SPT-7
: (8.00-8.45)SPT-8
: (9.00-9.45)SPT-9
: (10.00-10.45)SPT-10
: (11.00-11.45)SPT-11
: (12.00-12.45)SPT-12
: (13.00-13.45)SPT-13
: (14.00-14.45)SPT-14
: (16.00-16.45)
: (17.00-17.45)
SPT-16
: (18.00-18.45)
SPT-17
: (19.00-19.45)
SPT-18
: (20.00-20.45)
SPT-19
: (21.00-21.45)
SPT-20
: (22.00-22.45)
SPT-21
SPT-22
: (24.00-24.45)
SPT-23
: (25.40-25.45)
SPT-24
: (26.00-26.45)
SPT-25
: (27.00-27.45)
SPT-26
: (28.00-28.45)
SPT-27
: (29.00-29.45)
SPT-28
: (30.00-30.45)
SPT-29
SPT-30
2 6/ 15/ 15 3 / 153 / 30
3 5/ 15/ 15 3 / 152 / 30
2 6/ 15/ 15 3 / 153 / 30
2 5/ 15/ 15 2 / 153 / 30
2 4/ 15/ 15 2 / 152 / 30
2 5/ 15/ 15 2 / 153 / 30
1 4/ 15/ 15 2 / 152 / 30
2 5/ 15/ 15 2 / 153 / 30
1 4/ 15/ 15 2 / 152 / 30
1 2/ 15/ 15 1 / 151 / 30
: (15.00-15.45)SPT-15
: (23.00-23.45)
1 2/ 15/ 15 1 / 151 / 30
1 2/ 15/ 15 1 / 151 / 30
1 3/ 15/ 15 1 / 152 / 30
1 2/ 15/ 15 1 / 151 / 30
1 3/ 15/ 15 1 / 152 / 30
1 3/ 15/ 15 1 / 152 / 30
1 2/ 15/ 15 1 / 151 / 30
1 3/ 15/ 15 1 / 152 / 30
1 3/ 15/ 15 2 / 151 / 30
1 5/ 15/ 15 2 / 153 / 30
1 4/ 15/ 15 2 / 152 / 30
1 5/ 15/ 15 2 / 153 / 30
1 4/ 15/ 15 2 / 152 / 30
2 4/ 15/ 15 2 / 152 / 30
2 5/ 15/ 15 2 / 153 / 30
2 52 3 / 15/ 15 / 15 / 30
2 42 2 / 15/ 15 / 15 / 30
2 52 3 / 15/ 15 / 15 / 30
2 63 3 / 15/ 15 / 15 / 30
2 52 3 / 15/ 15 / 15 / 30
2
2
2
2
3
2
3
3
3
3
5
4
4
5
4
5
4
5
4
4
6
6
5
5
5
6
5
4
5
5
Undisturbed sample (14.50-15.00 m.)
Undisturbed sample (24.50-25.00 m.)
Silty clay, organic matter, brownish grey.
Clay, grey.
Clay, grey.
Clay, grey.
PT. RAYASURVERINDO Tirtasarana 151A5-19
Tanjung Parit (Conducted in the BD Study)
A5-20
2
2
2
2
2
2
2
2
2
2
2
DRILLING LOGTHE BASIC STUDY ON THE PROJECT FOR DEVELOPMENT VESSEL TRAFFIC SERVICE
IN MALACCA AND SINGAPORE STRAITS IN THE REPUBLIC OF INDONESIACoordinate x
ySheet Number
UDS Sample
DS Sample
- 40.00
- 39.00
- 38.00
- 37.00
- 36.00
- 35.00
- 34.00
- 34.451
- 35.451
- 36.451
- 30.451
- 31.451
- 32.451
- 33.451
- 33.00
- 32.00
- 31.00
- 30.00
- 26.451
- 27.451
- 28.451
- 29.451
SPT Test
40
39
38
37
36
35
34 Clay, grey.
33
32
31
30
: PCI: Tanjung Parit: BH. 1: + 2.09 m.
Bor Profilefrom MSLElevation
GWL elevationNumber of bor hole
level (m)ground
fromDepth
(m)
LocationProject
Description of Strata
Day/Date
6
6
6
6
5
6
5
6
Silt
/ 15
/ 15
/ 15
/ 15
/ 15
/ 15
/ 15
/ 15
Clay
/ 15
/ 15
3
3
3
/ 15
/ 15
/ 15
/ 15
2
3
2
3
/ 15
/ 15
/ 15
3
3
3
/ 15
/ 15
/ 15
/ 15
3
3
3
3
Gravel
/ 30
Sand
/ 30
/ 30
/ 30
/ 30
/ 30
/ 30
6
6
6
6
5
5
6
5
6
5
/ 15
/ 15
/ 15
/ 15
/ 15
/ 15
/ 15
/ 15
3
2
3
2
/ 15
/ 15
/ 15
/ 15
3
3
3
3
/ 30
/ 30
/ 30
/ 30
6
5
6
5
: (40.00-40.45)
: (39.00-39.45)
: (38.00-38.45)
: (37.00-37.45)
: (36.00-36.45)
: (35.00-35.45)
: (34.00-34.45)
Shell fragment/Organic matter.
Andesit rock
SPT-40
SPT-39
SPT-38
SPT-37
SPT-36
SPT-35
SPT-34
: (33.00-33.45)
: (32.00-32.45)
: (31.00-31.45)
: (30.00-30.45)
SPT-33
SPT-32
SPT-31
SPT-30
Drilling Machine
Description by
S P T - N Graphic
: (25/08-02/09) 2007
BlowSum of
Number of Blow
N1 N2
: 214.601,2663: 168.719,2605: 2/2
N3
Bor Master
Check by
100 3020 40
: YSO 1: Samsuhadi: Samsuhadi: Irawan
50 60
Remarks
- 37.451
- 41.00 40 / 152 / 152 / 154 / 306 : (41.00-41.45)SPT-41
- 38.451
- 42.00 40 / 152 / 152 / 157 / 309 : (42.00-42.45)SPT-42
- 39.451
- 43.00 40 / 152 / 153 / 152 / 305 : (43.00-43.45)SPT-43
- 40.451
- 44.00 40 / 152 / 154 / 154 / 308 : (44.00-44.45)SPT-44
- 41.451
- 45.00 40 / 158 / 1516 / 1519 / 3035 : (45.00-45.45)SPT-45
- 42.451
- 46.00 40 / 156 / 1513 / 1519 / 3032 : (46.00-46.45)SPT-46
- 43.451
- 47.00 40 / 157 / 1517 / 1521 / 3038 : (47.00-47.45)SPT-47
- 44.451
- 48.00 40 / 157 / 1515 / 1519 / 3034 : (48.00-48.45)SPT-48
- 45.451
- 49.00 40 / 158 / 1518 / 1519 / 3037 : (49.00-49.45)SPT-49
- 50.00 40 / 158 / 1516 / 1519 / 3035 : (50.00-50.45)SPT-50
Clay, grey.
6
9
5
8
35
32
38
34
37
35
- 25.451
PT. RAYASURVERINDO Tirtasarana 152A5-20
A5-21
A5-21
Sepahat (Conducted in the IR Study)
A5-22
A5-22A5-23
A5-23A5-24
Req
uire
d M
odifi
catio
ns d
ue to
Com
mon
Use
of t
he F
acili
ties
and
Equ
ipm
ent o
f Sea
Com
(GM
DS
S) P
roje
ct a
nd V
TS P
roje
ct
Tabl
e A
: Se
linci
ng
Cur
rent
Pla
n by
Req
uire
men
ts b
y R
equi
red
Mod
ifica
tions
Sea
Com
Pro
ject
VTS
Pro
ject
due
to C
omm
on U
seA
GL
(m)
50m
85m
85m
MS
L (m
)52
m87
m87
mD
irect
ion
to D
umai
RX
to D
umai
RX
to D
umai
RX
AG
L (m
)49
.0m
、44
.0m
57m
、47
m57
m、
47m
MS
L (m
)51
.0m
、46
.0m
59m
、49
m59
m、
49m
Mul
tiple
x E
q.1
Set
1 S
et1
Set
Rou
ter
1 U
nit
1 U
nit
MU
X U
nit
1 U
nit(
Inst
alle
d by
DG
ST)
1 U
nit
1 U
nit
Not
Req
uire
d3
Uni
ts o
f VH
F Tr
ansc
eive
r
SH
F R
adio
(1+1
)A
IS B
ase
Sta
tion
(D
ual-T
rans
pond
er)
Ligh
ting
and
sock
et o
utle
t etc
.Li
ghtin
g an
d so
cket
out
let e
tc.
Ligh
ting
and
sock
et o
utle
t etc
.To
be
mod
ified
acc
ordi
ngly
.E
quip
men
t (kW
)1.
12.
02.
9B
uild
ing
(kW
)1.
01.
01.
0To
tal L
oad
(kW
)2.
13.
03.
9S
ingl
e P
hase
220
V、5k
VA
2 U
nits
Sin
gle
Pha
se 2
20V、
5kV
A 4
Uni
tsS
ingl
e P
hase
220
V、7.
5kV
A 2
Uni
tsTo
be
mod
ified
to 7
.5 k
VA
UP
SU
PS
UP
STo
be
mod
ified
acc
ordi
ngly
.
Gen
erat
or/E
quip
men
t Bui
ld.
(10.
0m x
8.0
m p
rovi
ded
by D
GS
T)G
ener
ator
/Equ
ipm
ent B
uild
.(1
1.0m
x 5
.0m
: ten
tativ
e)G
ener
ator
/Equ
ipm
ent B
uild
.(1
0.0m
x 8
.0m
)N
ot R
equi
red
The
plan
ned
area
by
Sea
Com
Pro
ject
is 3
0m x
20m
whi
le th
e a
rea
secu
red
for t
he P
roje
ct is
20m
x 1
5m.
1,80
0 lit
ers
1,80
0 lit
ers
1,80
0 lit
tleN
ot R
equi
red
Sea
Com
Pro
ject
:M
arin
e Te
leco
mm
unic
atio
n S
yste
m D
evel
opm
ent (
MTS
D) P
roje
ct (P
hase
IV)
VTS
Pro
ject
:Th
e P
roje
ct fo
r Enh
ance
men
t of V
esse
l Tra
ffic
Sys
tem
in M
alac
ca a
nd S
inga
pore
Stra
its in
Indo
nesi
aA
GL
:A
bove
Gro
und
Leve
lM
SL:
Mea
n S
ea L
evel
Appendix 5-2 Study on Coordination for MTSD Project IV and VTS Stage-2 Project (as of Feb. 2009)
Not
Req
uire
d
Rem
arks
VTS
Pro
ject
requ
irem
ents
.
Two
(2) u
nits
of p
arab
ola
ante
nna
to b
ebo
rne
by V
TS P
roje
ct a
re n
eede
d fo
r rad
ioco
mm
unic
atio
n lin
k be
twee
n S
elin
cing
and
Sep
ahat
.
Add
ition
al 1
set
of c
omm
unic
atio
nde
vice
is n
eede
d fo
r the
com
mun
icat
ion
link
betw
een
Sel
inci
ng a
nd S
epah
at. (
Bor
n by
VTS
Pro
ject
)
1.8
kW
incr
ease
Load
Con
sum
ptio
n
As
nece
ssar
y fo
r eac
h pr
ojec
t.
Load
con
sum
ptio
n is
est
imat
edba
sed
on th
e as
sum
ptio
n th
at th
esa
me
build
ing
will
be
used
for b
oth
proj
ects
.
Fuel
Tan
k
Bat
tery
Bui
ldin
gs
Eng
ine
Gen
erat
or
Faci
litie
s/E
quip
men
t
Tow
er h
eigh
t to
be m
odifi
ed fr
om50
m to
85m
AG
L (+
35m
)
Num
ber o
f ant
enna
to in
crea
sefro
m 2
to 4
uni
ts (+
2 u
nits
,de
sign
load
s w
ill in
crea
se)
Com
mun
icat
ion
Circ
uit a
nd D
evic
es
Circ
uit
Ant
enna
Inst
alla
tion
Hei
ght
Tow
er H
eigh
t
Req
uire
men
ts fo
r Com
mon
Use
AIS
by
LAN
, Voi
ce &
SV
/Con
t Sig
nals
of
VH
F S
yste
m b
y E
1 (L
AN
+ E
1x1
)LA
NN
ot R
equi
red
Spe
cific
atio
ns o
f Sea
Com
Pro
ject
are
appl
icab
le fo
r VTS
Pro
ject
Ele
ctric
al D
evic
es
Oth
er D
evic
es
Air
Con
ditio
ner
A5-25
Req
uire
d M
odifi
catio
ns d
ue to
Com
mon
Use
of t
he F
acili
ties
and
Equ
ipm
ent o
f Sea
Com
(GM
DS
S) P
roje
ct a
nd V
TS P
roje
ct
Tabl
e B
: D
umai
Cur
rent
Pla
n by
Req
uire
men
ts b
y R
equi
red
Mod
ifica
tions
Sea
Com
Pro
ject
VTS
Pro
ject
due
to C
omm
on U
seA
GL
(m)
50m
50m
50m
MS
L (m
)54
m54
m54
mD
irect
ion
to S
elin
cing
to S
elin
cing
to S
elin
cing
AG
L (m
)49
.5m
, 44
.5m
50m
、40
m50
m、
40m
MS
L (m
)53
.5m
, 48
.5m
54m
、44
m54
m、
44m
Mul
tiple
x E
q.1
Set
1 S
et1
Set
Rou
ter
1 U
nit
1 U
nit
1 U
nit
Exi
stin
g (b
y D
GS
T)5
Uni
tsIn
stal
led
in th
e V
TS S
ub-C
ente
r Bui
ld.
Not
Req
uire
dTo
be
inst
alle
d In
divi
dual
lybe
caus
e ro
om is
dife
rent
.
Ligh
ting
and
sock
et o
utle
t etc
.Li
ghtin
g an
d S
ocke
t (ex
cept
exi
stin
g bu
ildin
gs)
Not
Req
uire
dA
s ne
cess
ary
for e
ach
proj
ect.
Equ
ipm
ent (
kW)
5.8
16.0
Bui
ldin
g (k
W)
14.9
24.0
Tota
l Loa
d (k
W)
20.7
40.0
Rep
lace
men
t of E
xist
ing
E/G
3 P
hase
4W
380
/220
V 45
KV
A 1
Uni
tN
ot R
equi
red
As
nece
ssar
y fo
r eac
h pr
ojec
t.
Util
ize
the
exis
ting
build
ing
Con
stru
ctio
n of
VTS
Sub
-Cen
ter
Bui
ldin
g an
d G
ener
ator
Bui
ldin
gN
ot R
equi
red
As
nece
ssar
y fo
r eac
h pr
ojec
t.
Exi
stin
g ta
nk is
not
ava
ilabl
e (b
y D
GS
T)2,
000
liter
sN
ot R
equi
red
As
nece
ssar
y fo
r eac
h pr
ojec
t.S
ea C
om P
roje
ct :
Mar
ine
Tele
com
mun
icat
ion
Sys
tem
Dev
elop
men
t (M
TSD
) Pro
ject
(Pha
se IV
)V
TS P
roje
ct :
The
Pro
ject
for E
nhan
cem
ent o
f Ves
sel T
raffi
c S
yste
m in
Mal
acca
and
Sin
gapo
re S
traits
in In
done
sia
AG
L :
Abo
ve G
roun
d Le
vel
MS
L:M
ean
Sea
Lev
el
Faci
litie
s/E
quip
men
t
Not
Req
uire
d
Num
ber o
f ant
enna
to
incr
ease
from
2 to
4 u
nits
(+ 2
uni
ts,
desi
gn lo
ads
will
incr
ease
)
Circ
uit
Air
Con
ditio
ner
Com
mun
icat
ion
Circ
uit a
nd D
evic
es
Spe
cific
atio
ns o
f Sea
Com
Pro
ject
are
appl
icab
le fo
r VTS
Pro
ject
Ele
ctric
al D
evic
es
Req
uire
men
ts fo
r Com
mon
Use
Tow
er H
eigh
t
Ant
enna
Inst
alla
tion
Hei
ght
Not
Req
uire
d
LAN
Not
Req
uire
d
Rem
arks
VTS
Pro
ject
Req
uire
men
ts
Fuel
Tan
k
As
nece
ssar
y fo
r eac
h pr
ojec
t.N
ot R
equi
red
Bui
ldin
gs
Eng
ine
Gen
erat
or
Load
Con
sum
ptio
n
As
nece
ssar
y fo
r eac
h pr
ojec
t.
Add
ition
al 1
set
of c
omm
unic
atio
nde
vice
is n
eede
d fo
r the
com
mun
icat
ion
link
betw
een
Dum
aian
d Tg
. Sai
r. (B
orn
by V
TS P
roje
ct)
Two
(2) u
nits
of p
arab
ola
ante
nna
to b
ebo
rne
by th
e V
TS P
roje
ct a
re n
eede
d fo
rra
dio
com
mun
icat
ion
link
betw
een
Dum
aian
d Tg
. Sai
r.
GM
DS
S D
evic
esin
stal
led
in th
e ex
istin
g bu
ildin
gV
TS S
yste
mIn
stal
led
in th
e V
TS S
ub-C
ente
r Bui
ldin
gO
ther
Dev
ices
AIS
by
LAN
, Voi
ce &
SV
/Con
t Sig
nals
of
VH
F S
yste
m b
y E
1 (L
AN
+ E
1x1
)
A5-26
Appendix 5-3 Recommendation for VTS Sensor Stations for Malacca Straits (1) Basic Design Study Concept For this Project, DGST requested the establishment of radar system in three sites for Singapore Strait and two for Malacca Strait for the proposed VTS system for the surveillance of Malacca and Singapore straits. The objective of the VTS is to enhance vessel traffic safety by monitoring the movements of small vessels crossing the TSS. Based on the concept of DN, the objective vessels to be monitored for the BD study were established at around 100DWT vessels at radius of surveillance of 15 NM from the VTS Sensor Station. About five potential sites for the establishment of VTS Sensor Stations was requested by DN, and on this basis, studies were made on the actual conditions of vessel traffic in the vicinity of each site, importance of the sites, natural conditions, conditions of infrastructures, land ownership, availability of multiplex communication links. Based on the study results of the above-mentioned items, the development of the sites was prioritized. The sites in Singapore Strait were given more importance as compared with the sites in Malacca Strait. Therefore, the system was planned in such a way that most of the areas in Singapore Strait will be monitored by installing four VTS Sensor Stations including additional site of Takong Kecil. On the other hand, among the two proposes sites for VTS Sensor Stations in Malacca Straits, Tanjung Medang was considered more important than Tanjung Parit in view of the following reasons: i) the area between Tanjung Medang and Tanjung Tuan in Malaysia is the narrowest section of the Malacca Strait and ii) DW route for deep draft vessels and VLCCs are in the eastward direction because of the presence of scattered shoals along the TSS. Therefore, the establishment of a VTS Sensor Station in Tanjung Medang will enable the monitoring of the movements of large vessel along the DW Route. However, explaining the viability of Tanjung Parit pose extreme difficulties in view of the following: i) 100 GT objective vessels crossing the TSS could not be monitored by radar because the area is more than 15 NM from the VTS Sensor Station in Tanjung Parit and, ii) Based on the vessel traffic survey conducted during the BD Study, it was discovered that the number of objective ships larger than 100 GT are few in the vicinity of Tanjung Parit when compared with the entire candidate sites for VTS Sensor Stations. (2) Plan for this Project In accordance with the Grant Aid Scheme, the needed land shall be provided by the recipient
A5-27
country. Land ownership of the sites by DGST however was given priority than technical considerations for the suitability of the sites for surveillance of ship movements by VTS system. The viability of establishing radar equipment in Tanjung Parit, based on the above-mentioned reasons has obliged the IR Study Team in reiterating to the Indonesian side that while the necessity of vessel monitoring along the Malacca Strait is well understood, there is no point of establishing a radar system at Tanjung Parit considering the initial high investment cost. Thus, it would be more beneficial and advantageous to set up an AIS system at Tanjung Parit for the VTS monitoring of large vessels passing along the TSS. The Indonesian side agreed with the suggestion and ultimately a radar system will not be provided at Tanjung Parit VTS Sensor Station. The selected sites for VTS Sensor Stations for this project are shown in Fig. A5-3-1. The Radar and AIS system, CCTV system and other devices to be installed for Tanjung Medang will be for the effective monitoring of ship movements for the enhancement of large vessel traffic safety passing through the TSS. Moreover, monitoring and surveillance of AIS equipped vessel will be possible by use of the AIS system to be installed for Tanjung Parit.
Fig. A5-3-1 Radius of Surveillance Area by the VTS Sensor Stations
A5-28
(3) Recommendation for future development Dumai port is one of the important ports in Indonesia for import and export of natural resources and there are also many small passenger-ferry calls. In the future, if a VTS Sensor Station (with AIS, VHF, CCTV and radar system) will be installed in Dumai and/or Selincing, the following surveillance will be possible: i) monitoring and controlling of ships movements along the TSS and ships movements to/from Dumai port, ii) navigation safety support for small vessels which are passing in front of Dumai port waters, and the system will also play an effective role in enhancing navigation safety in the vicinity of Dumai port where traffic is congested. Based on this point of view, if VTS Sensor Stations will be established in Selincing and Simpang Ayam, possible areas for surveillance are as shown in Fig. A5-3-2, the area from Tanjung Medang to Tanjung Parit could be monitored by the system. However, as shown in Fig. A5-3-2, to monitor the ships passing through the TSS, a VTS Sensor Station will have to be installed off-shore.
Fig. A5-3-2 Possible Surveillance Areas by Additional VTS Sensor Stations
Further detail studies however, are necessary, considering the above-mentioned points for the desirable expansion of the VTS system by Indonesia’s own efforts to further enhance navigation safety for Malacca Strait in the future.
A5-29
APENDIX 5-4: Soft Component Implementation Plan
SOFT COMPONENT IMPLEMENTATION PLAN 1 INTRODUCTION 1-1 SCOPE
1. This paper describes the Soft Component plan and implementation schedule of the technical training for the DGST personnel who will be expected to assign to the VTS Center and Radar Sensor Stations. The paper covers the Soft Component objectives; system/equipment fields to be covered in the training; training procedures; as well as implementation schedule. 1-2 OBJECTIVES
2. The International Association of Marine Aids to Navigation and Lighthouse Authorities (IALA) has developed a model course for VTS operators, namely IALA Model Course V-103/1 Vessel Traffic Services Operators Basic Training, that is intended to provide with specific guidance on the training of VTS operators. For the purpose of the Soft Component and to provide a common base for the adequate VTS operation, the training has specifically been incorporated in the framework of the Soft Component and will be conducted in line with the aforementioned IALA model course. The objectives of the Soft Component are:
・ To provide the basic knowledge of VTS; understanding of system compositions, capability and limitation of functions, and utilization/application of VTS tools.
・ To provide the basic knowledge of watchkeeping responsibility and routine/emergency procedures.
・ To provide the basic knowledge of shipping traffic, regulations, topography and geography, marine traffic characteristics and nautical knowledge such as marine charts and aids to navigation facilities.
・ To provide practical skill of VTS operation and equipment maintenance techniques.
A5-31
APENDIX 5-4: Soft Component Implementation Plan
2 SOFT COMPORNENT IMPLEMENTATION SCHEDULE 3. The Soft Component implementation plan consists of 2 stages; stage 1 for provision of the theoretical basic VTS study and stage 2 for practical trainings of VTS operation utilizing the equipment installed. The implementation schedule timeline Gantt chart is shown in Table 1.It is anticipated that the Soft Component will be completed by March 15, 2011 and the final report of the Soft Component will be submitted to the organizations concerned. 4. The Soft Component targets at 25 DGST personnel to be selected among those of who will be expected to assign to the VTS Center and Radar Sensor Stations. 2-1 STAGE 1: THEORITICAL BASIC VTS STUDY TRAINING
(July 19 - October 18, 2010, tentatively scheduled)
(Venue: Tanjung Priok Regional Hqs., or DGST Hqs., Jakarta)
5. The theoretical basic VTS study training will be provided in a form of a lecture and reference notes.
The training shall include aspect on;
・ Basic knowledge of VTS, role and responsibility, VTS environment, principle of waterway and traffic, traffic monitoring and organization.
・ VTS system/equipment including AIS 2-2 STAGE 2: PRACTICAL TRAING Utilizing the Equipment Installed at Batu
Ampart VTS Center
(March 5 - March 15, 2011, tentatively scheduled)
(Venue: Batu Ampar VTS Center, Batam)
6. Practical training, like the one similar to the on-the-job-training, will cover the practice of using the basic equipment of VTS including the equipment used for data collection and data analysis, audio and video recording and ship identification.
A5-32
APENDIX 5-4: Soft Component Implementation Plan
7. The trainees will also have been trained to use ship identification systems and will be familiar with methods of recording and displaying information. The training shall cover the following subject areas;
・ Radar, AIS systems ・ Audio, video and other sensors ・ VHF Radio ・ Tracking systems ・ Equipment performance monitoring system; normal operation expectation
and trouble shooting. ・ Other trainings necessary for VTS operators to be able to operate efficiently
the basic equipment used in VTS Center. 3 TRAINING STAFF, TEACHING FACILITITE AND
EQUIPMENT
8. The Japan Aids to Navigation Association (JANA) will provide expertise in this field. Training staff currently planned are three trainers in each of stage1 and stage 2, who are professionally qualified in the task for which training is being conducted. Training staff assigning to the task are planned as follows: ・ For Stage 1 -For theoretical basic study
‐Equipment/Facilities ‐Operation and Management ‐Nautical Knowledge
・ For Stage 2 ‐For practical training
‐Equipment/Facilities ‐Operation and Management ‐Marine Traffic Characters and Shipping Traffic
9. All the teaching materials including a text book and reference materials will be prepared by the training staff. For stage 1 implementation facilities other than an ordinary class room fitted with a blackboard or whiteboard, a computer‐assisted
A5-33
APENDIX 5-4: Soft Component Implementation Plan
projector and screen are given by DGST. For implementation of stage 2 DGST will prepare only a computer-
assisted projector and screen. 10. Travel expenses, accommodation expenditures and other costs necessary for DGST trainees to participate in the training shall be borne by DGST.
A5-34
Sta
ge 2
Sta
ge 1
Com
pletion o
f B
atu A
mpa
rV
TS C
ente
r
Tra
iners
to b
e a
ssig
ned
Decem
ber
Sept
em
ber
May
June
July
Augu
stFebu
ray
Mar
ch
Jan
uar
yO
cto
ber
Nove
mbe
r
Tra
iner
on E
quip
ment/
Fac
ilite
s
Tra
iner
on O
pera
tion a
nd
Man
agem
ent
Tra
iner
on M
arin
e T
raffic
Char
acte
rs a
nd
Ship
ping
Tra
ffic
Tra
iner
on N
atuic
al K
now
ledg
e
Tab
le 1
Soft
Com
porn
ent
Impl
em
enta
tion P
lan
2010
2011
Tim
e L
ine
A5-35
No. of da
ysD
ate
Tra
iner
on E
quip
ment/
Fac
ilities
Tra
iners
on O
pera
tion a
nd
Man
agem
ent
T
rain
er
on M
arin
e T
raff
ic C
har
acte
rist
ics
1July
19,2
010
220
D
iscuss
ion w
ith D
GST
321
Pre
para
tion for
the T
rain
ing
422
●
V
TS S
yste
m
Ⅰ
(G
pA
)
●
VTS T
rend
Ⅰ
(G
pB
)
523
●
〃
Ⅱ
(G
pA
)
●
〃
Ⅱ
(G
pB)
624
725
826
●
V
TS S
yste
m
Ⅰ
(G
pB
)
●
VTS T
rendⅠ
(G
pA
)
927
●
〃
Ⅱ
(G
pB
)
〃
Ⅱ
(G
pA
)
10
28
●
R
adar
(G
pA)
●
A
udi
o, V
ideo a
nd
Oth
er
Senso
res
(G
pB)
11
29
●
〃
(G
pB
)
〃
(
GpA
)
12
30
●
Tra
cki
ng
Sys
tem
Ⅰ
(G
pA)
●
V
HF R
adio
and
AIS
(G
pB
)
13
31
14
Augu
st 1
15
2
●
Tra
cki
ng
Sys
tem
Ⅰ
(G
pB
)
●
VH
F R
adio
and
AIS
(G
pA
)
16
3
●
Tra
cki
ng
Sys
tem
Ⅱ
(G
pA)
●
C
om
munic
atio
n
(G
pB)
17
4 ●
Tra
cki
ng
Sys
tem
Ⅱ
(G
pB))
●
C
om
munic
atio
n
(G
pA
)
18
5 ●
V
TS E
nvi
ronm
et
Ⅰ
19
6
20
7
21
8
T
rave
l (Toky
o
→
Jak
arta
)
22
9
●
VTS E
nvi
ronm
et
Ⅲ
●
Ship
ping
Tra
ffic
, Tra
ffic
Char
acte
rist
ics
Ⅰ
23
10
●
C
om
munic
atio
n
(G
pB)
●
〃
Ⅱ
24
11
●
R
egu
lations
Ⅰ
25
12
●
〃
Ⅱ
●
〃
Ⅱ
26
13
●
Q
uest
ions
and
Answ
ers
27
14
T
rave
l (Jak
arta
→
Toky
o)
28
15
Arr
ive a
t Toky
o
29
16
30
17
31
18
Arr
ive a
t Toky
o
N
ote
: Tra
inees
will
be d
ivid
ed
into
tw
o g
roupe
s. G
pA, G
pB indi
cat
e t
he t
rain
ees
Gro
upe
●
C
ase S
tudy
(Em
erg
encie
s an
d Spe
cia
l Situat
ions
Ⅰ
Eva
luat
ion
Repo
t to
DG
ST
Tab
le 2
D
eta
iled
Scke
dule
for
the S
tage
1 (
Theoritical
Bas
ic V
TS S
tudy
)
Tra
vel ( Toky
o ⇒
Jak
arta
)
Tra
vel
(Jak
arta
→
Toky
o)
A5-36
No,o
fD
ays
Dat
e
1M
arch 5
, 2011
Tra
vel to
Bat
am
2M
arch 6
Pre
para
tion f
or
the T
rain
ing
Tra
vel to
Bat
am
37
48
●
〃
59
●
〃
610
711
812
Tra
vel (F
rom
Bat
am t
o J
akar
ta)
Tra
vel to
Jap
an
913
Arr
ive a
t Toky
o
10
14
Subm
issi
on o
f R
epo
rt t
o D
GST,
Tra
vel to
Jap
an
11
15
A
rriv
e a
t Toky
o
●
Censo
r Site T
rain
ing,
Fie
ld S
urv
ey
●
Q
uest
ions
and
Answ
ers
, Eva
luat
ion
●
〃
●
P
ractice on R
adar
, Tra
cki
ng
Sys
tem
, A
udi
o.V
ideo C
enso
rs, P
ow
er
Supp
ly
●
M
arin
e T
raffic
Char
acte
rs a
nd
ship
pin
g Tra
ffi,
Char
ts a
nd
A
ids
to N
avig
atio
n
Tab
le 3
Deta
iled S
chedule
for
the S
tage
2 (
Pra
ctical
Tra
inin
g)
Tra
iner
on E
quip
ment/
Fac
ilities
Tra
iner
on N
autical
Know
ledg
e
●
〃
A5-37