a guide to barging operations
TRANSCRIPT
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BARGING
PERATIONS
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1 1 / 0 5
PAGE
1
OF 18
REV.02
A
GUIDE
to
BARGING
PERATIONS
Revision
02)
Date
Authorised
Engineer
Signature
PREPARED
Y
14t10t08
A. Anderson
CHECKED
Y
D.
Lee
APPROVED
Y FWEL
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BARGING
PERATIONS
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PAGE 2
OF18
REV. 2
DOCUMENT
EVISIONS
FWEL
Rev
No
Date
Revised
Descriotion
of Chanqe
Prepared
Bv
0 04-07-2007
lssuedor
Comment
A. Anderson
1 16-01-08 BargeOperationncluded A. Anderson
2
14-10-08
BallastCalculations
ncluded
A" Anderson
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PERATIONS
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PAGE 3
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18
REV. 2
CONTENTS
1. Purpose
2.
Scope
3.
Reference ocuments
4. Barges
5. BargeBallasting uringRo Ro
Operations
6. BallastCalculations
7. LoadoutControl
8. LoadoutOperations
9. Liftingoff a bargeusing
a
land
based
rane
10. Constructionetty
11. Weather
12. NobleDenton
Requirements
13.
Attachments
'1.
CheckList
2. BallastCalculation
ummary
3.
Moorings
End
On"
example
4. Example f a Construction etty
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REV.02
1 .
Purpose.
The
purpose
f
hisdocuments o define
sing Barge or Marine
Transport perationsutlining
ypes f Barges, afemethods
f use,
Selectionnd he
equired
onstruction
etty.
Scope
All Barging perations
arried ut n he
UKandabroad.
Reference ocuments
Barge oad uVLoad n
Operation EN/G12101
Attachment
o.l)
Barges
(Selection
f Barges)
4.1
The
ypeof cargo o
transport
4.2 The
seaor nlandwatenruay
4.3 The oading nd
offloadingacility
4.4 The oading/offloading
ethod
4.5 Bargeype/class
4.6 General arge nformation
4.7 BargeHandling
Bargeballasting
uringRO RO
operations
5.1 Usinghe ide o assistn he oadingperation
5.2 Portable
umps
6. BallastGalculations
Loadout
Control
Loadout
Operation
8.1 Floating oadout
8.2
Grounded oadout
Lifting
off
a
barge using
a land based
crane
Construction
Jetty
10.1 Moorings
10.2 Loadout
Ramps
and Removal
f sea astening
11. Weather
12.
NobleDentonRequirements
12.1
Class f oadout
12.2 Pumping
ndballasting
12.3 Trailer
ropulsion
ystems
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2.
3.
4.
5.
7.
8 .
9.
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4.0
Barqes
Selection f Barges
4.1 Type
of cargo o transport
Pre
Assembled acks
PAR,s),
reAssemble
nits
PAU,s),
etro
Chemical
vessels tc.
Selecting
bargeo carry ne
or more nitst s mportant
o have
ufficient
pace nd
he
correctdeck oading.
On a standardNorthSea barge
he deck oading
s 10 Tonne
per
square
metre
Examplesof
deck and
ground
loadings
Loading 1000
Tonneunit ncluding
he rai ler elfweight,
he
ground
oadings
about8.5
Tonne
A 500Tonne
unitabout4 Tonne
per
squaremetre,
with
smaller nits
depending
n the
number
of axles educed
own
o 3 Tonne
per
squaremetre.
Additional
pace
shouldbe allowed
o manoeuvre
ll he transportation
xlesonto
he barge
before he unit s offloaded nto he sea fastening.
This
additionalpace
should lso
al low he
rai lerso
clear he inkbeam
amp.
4.2 The
sea or inland
waterway
route
When
electing bargeor
a seavoyage
onsideration
ust
be
given
o theN.D.A.
ules
which
tate
hatsmall arges less
han
76 Metres
.O.A. r
23 Metre
eam willhave
a
greater
equirement
or
sea astening
han arger
arges.
4.3
The loading
and
off
-
loading
acil i ty
Theheight
f he
quay
above he ow
watermark
s critical
n deciding
he
sizeof he
barge.
A
standardoad out
or
oad
in
operation ill
equire
period
f about
wohourswhere
thebarge
eck s evel ith
he
quay,
norder
o ranship
heunit.
This
period
ill
of course ary
with
maller r arger
hannormal
nits.
The arger
hedepth
f he barge,
he more
ime t will
be above
he
quay.
In most
cases f
hebarge an
not emain
bove
he
quay
or
at east
wohours
hen t s
unsuitableor
heoperation.
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REV.02
4.4 The oadinq/off
oadinq
method
The oading/offoading
method
anbe n most
cases
ividednto
wo ypes,
Skidding r
Multi-Wheel.
With
a skidding perationt s necessary
o havea very
arge perating
indow.
Themodules
removed y hydraulic
acks
or winches
ndmove
quite
low.
Unless
he barge s
grounded
evel
with
he
quay
a larger
izeof
barge
will
be required
o
maximise
he imeavailable
o complete
heoperation.
Multi-Wheel
perations ould
equire
t
east
he
wohourwindow
4.5 Barge vpe/class
Barges
ormally sed or
oadout ork
are he
"Dumb
Barge"
ypewith
a flat
opendeck.
They
redividedongitudinally
nd
ransversely
nto
anks.
These anksare
used or ballasting
uring
he oading
peration
nd or
rimming
he barge
into
a sea
going
ondition.
Thebarges
reclassifiedy various
lassification
ocieties
g Lloyds, .N.V.
tc.
An
example f various
izes f barges
s
shown n he next
page.
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02
4.6 GeneralBarge nformation
Barge Name
Leneth width
Depth
Lightshin
Drausht
T P
c Deadweisht
Saipem 45
180.0
42.0
13.30
2.62
H 1 1 0
Giant3
140.0
36.0
8.50
Boabarge
122.45
30.5
7.60
Esprit
120.0 40.0
7.50
F P S 100
100.65
27.5
6.1 I
Fels 0
100.6
29.2
5.88
AMT
Traveller
91.82 27.50
6.10
AMT
Explorer
91.72
30.75
6.18
Sophie
91.44 30.48
7
62
G A C
81
85.5 2r .96
4.98
G A C 63 76.0 20.0 5.00
Intermac
58
73.5
22.05
5.28
Barge
40
73.5
24.30
4.87
Safa 42
70.23
21.95
5.26
G A
C 61
64.0 19.2
4.26
Project
rader
62.94
18.30
4.41
G T O - 5
6 1 . 0
1 8 . 3 0
4 . 4 1
G A
C
-
185
54.86 15.24
4.27
E 1201
50.04
I 1.06
3.00
Notes
Deadweight
=
The
Maximum
weight
of cargo he
barge
can carry
Lightship
Draught
:
The
draught he
barge
sails at when
empty
T P
C
:
Tons
per
centimetre
mmersion
The
weight required
o
sink he
barge
one centimetre
160.0 42.0
11.73
1.50
1 . 7
0.68
0.87
0.78
0.96
0.83
0.73
0.75
0.70
0.50
0.90
0.67
1 . 1 1
0.83
0.88
0.56
1.40
1 . 3 7
7
5.0 48,000
67.0 40,596
46.0
24,000
37.0 15,550
43.0
16,191
28.0 I
1,984
29.0
10,732
24"0
9,779
27.0
13,990
27.5
74,340
17.7
5,550
14.0 4,777
1 5 . 5
5 , 1 9 5
17.0
5,400
16.0
5,209
12.30
3,766
10.0
2,659
1 1 . 0
3 , 0 7 1
8.0 2,150
5.4
1,000
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02
5.2
Portable
ballast
numos
Ballast
pumps
are either
electricor diesel
and must be testedat the atest
one day
before a loadout
operation s carriedout.
With electric
pumps
heremust
be two independent
lectricsupplies. N.D.A.
Rules
Diesel
pumps
shouldbe full
of fuel and oil levels
checked.
The
pumps
shouldbe tested o
the satisfaction f the
Warranty Surveyor
and f necessary
atedby
pumping
nto a ballast
ank with a known
capacity.
Portable ing main
pumping
systemsmust
also be testedas above.
6.0 BallastCalculations
Before a loadout s undertaken
t is necessary
o
prove
mathematically
hat t
can be achieved"
Thesecalculations houldbe in
a format hat he Barge
Engineer
and he Ballast
crew can follow.
The recognisedway to
produce
hese
calculationss to
carry hem out in "Stages"
of
operation.
Each "stage" epresents setmovementeitheronto or off the barge
For
example 6 axles
onto or off
the Barge
Distance
moved
9 Metres
At each
sf4gs"
he calculation
are made or;
a)
b)
c)
d)
Weight increase
Decrease
Ballastwater pumped
into or
out of each ank
)
Tide Rise Fall
Time interval
The calculation s madeso hat thebargewill remain evel at all times.
This includes he Pre
Ballast calculation
necessary
o have
he barge evel
at the
startof
the
operation.
These
calculations are made
nto
a
"Ballasting
Procedure"
booklet for approval
from
a warranty
surveyor.
SeeAttachment No.
2.1-2.9
o'Barge
Ballasting Summary"
This is
an example or a Load-Off
operationof a 1300
Tonne Reactor.
The
calculations re
presented
n
a diagram orm
to allow an
easyunderstanding
fthe
ballasting
operation o be followed
by the
ballastingengineer
nd crew.
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7.0 Loadout Control
To control a loadout the
following information
is necessary -
.
Tidal nformation
Bargehydrostatics.
tankcapacities
tc.
Typeof ransportation
Skid
or
Multi
Wheel
Centreineof travel n relationo thebarge ie.PorUStarboard
Speed f movement
ntobarge
Ballast
umps.
number
f,
position
n barge,
umping
ates
tc.
Barges ttitude ith
quay
Barges ttitude eel/Trim
The oadoutscontrolled
y
pumping
ater
ballast
o controlhe ncrease
f
Heel Trim
aused
y hecargomoving
nto he
barge. rising
ide s used
(
where
ossible
)
to minimise
hecorrection
allastequired
or
sinkage.
The operation
s calculated
athematically
n
"Stages"
every
5m etc
)
but
n
practice
he
controls
developed
y stopping
ndstartinghe
movement
f the
cargo, nto
he barge.
Duringhis
period
allast i l l
continue
o be
pumped
o
corrector
he Heel Trim
andsinkage
f he barge.
The movement
ill not
continue ntil he bargesattitude as beencorrected
using
he
water
ballast
o accept
furtherncrease
n weight.
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8.0 LoadoutOperations
8.1 Floatinq oadout
Operation FWEL
MinimumRequirements
1.
Qualified
Barge
Masted'
o
controlheoperationsing
pproved
FWEL)
Method
Statements,allast alculations
nda crew o
operatehe Ballast umps
2. Ballast umps uppliedn
accordanceithNoble
Denton
Ballast
equirements"
3. Barge upplied
o
have
urrent
ertification,
Lloyds,
ureau
eritas
tc.
4. Barge o be securely oored
ndon
Sideon withallropes
ightbefore
he
operationommences.
5.
"Jetty
or heoperation"
ound
onstruction
etty
with
provision
o
give
a
ground
loading inimumf 10
on
per
squaremetre.
dequate ooring
ollards
6. Linkbeam
o
be hinged
y
pins
itted
o heend
of hebarge.
7. One ug o beavailable
uringheoperation
o assistn
pushing
he
barge gainst
the
etty.
8. Minimumepth
f
water
uring
heoperations
1 metre elow
hebarge eel.
Barge evelwith
he
quay
at hestart
of he oad-out
peration.
The ink
beamhasa
positive
ngle
o the barge
rising pwards)
TheLinkbeams orbridging eams) resecuredo the barge.
Spare allast
ump
oses
an
beseen
n hedeck.
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8.2 Grounded oeration
FWEL
Minimum
Requirements)
Qualified
Barge
Maste/'to
ontrolhe
operationsing pproved WELMethod
Statements,allast alculations
ndcrew o operatehe Ballast umps.
Ballast
umps
o enable
he bargeo be
grounded
nd e-floated
n a
given
ime
oeriod.
3. Sound
etty
or extendedink
beamso relieve
he
weight
n he
etty
edge.
4. Thebarge
o
be
securely oored efore
he
grounding
peration
5. Theseabedunder he
bargeo be surveyed
ndmadeas evel
s
necessary.
6.
Theheight
f he
etty
Load-out
rea"
rom he
"Sea
Bed"
mustbe equal
o thedepth
of he barge.
9.0 Liftinq Off a Barqe bv
Crane
Theshore ranemust
bewithin
0%of chart apacity
Prioro he ift he
bargemust
e
evel
e noheel
r r im
The
bargemust otbe olling
Thecranehookmustbe plumbedertical ver hecog
of hevessel/module
o be
lifted nd
he
moorings
djusted
o hat
hecrane iftswithout
ny ateral
movement.
All
sea
astening
ust
be removedrom
he ModuleA/essel
o
be ifted,
prior
o the
tift.
lf necessary
he barge rim/heel
hould
e adjusted ith
ballast
umps
uring
he
lifting peration
1 .
2.
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18
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10.0 Construction etty
Theconstruction
etty
should e
designed here
possible
o
allow asyaccessor multi-
wheeledrailers ndheavy ift
craneso the barge.
The
Ground
oadingor he
etty
hould e madewhen
ossible
t a minimum
f
10
onne
per
squaremetre or heavy ransportation
nd20 onne
per
square
metre
where
ranes
will
assist ith he oading/unloading
Fendersitted n
he
etty
ace.(
NoteFenders
esignedo heydo not
prevent
he barge o
rise
and
allnaturaly ith he
idal
ange.)
The
quay
height orked ut
o accommodate
he bargeshatwilluse t withTidal
anges,
storm urges tc aken ntoaccount.
Thought
hould lsobe
given
orsmaller arges
hatuseonly ranes
o
oad
ndunload.
(SeeAttachmentNo.4)
10.1 Load out Ramps& The removal
f SeaFasteninq
The oad-outamps
nd
emoval
f
sea
astening
reon he
critical
ath
of any oad-out
operation.
It s necessaryo have
he
oad-out
amps
ttachedo the barge for
security
prior
o the
operationo allow he multi-wheel
ransportation,ccess
nto hebarge"
Releasing
hesea
astening,
gain or
access f transportation
f heSPMT's
nd inal
removal f hecargohas
o be completedn
a clean ndefficient
anner.
With
bargeshatcontainmultiple
tructureso be off-loadedt s necessary
o havea crew
working
head
eleasing
hesea astening,
o
hat here
s
no delay n
heoverall ff-loading
procedure.
As hisoperations verymuch nfluencedy he ransportationontractort wouldbe prudent
to ncludehis n his
scope f
work.
The
oad-outamps NOTPLATES)
hould
eused
ependingn he
quay.
heminimum
standard
ize
will
be 6.0m 1.5m
0.27mwhich
anbe used ut
he
ength
i l lvary
o suit
differentonditions.
The oad-out
ampsmustbe
attachedo
thebarge y a hinged
late,
inned
ndwithsteel
/wooden edgesrom he
barge nd
onto he
quay.
10.2 Moorings
Adequate ooring
ollards
hould e itted
n heshore ine
andalsoon
he construction
jetty
o takeoutall
anticipatedoadout
orces,idal
current ndwind
effect.
Bargeshatwillbe moored ndon o a ettyexposedo theopen eashould avemooring
bollards
ith50 onne
bollard
ull"
where
argesn
enclosed reaswould
equire
nly30
tonne
bollard
ull"
hisof
course epends
erymuch
n
ocal
weather
onditions.
Moorings
hould llbe made
ightbefore
he oadout
perationakes
place.
Whena barges eft
overnight
t he
etty
n
idalwaters
he
mooring
inesmust
be
attended.
This
operation
s normally
arried
utby
he ugcrew.
lf
the barge s n he
"End
On"
position
he barge
hould ewatched
gainst
verridingnto
the
quay
t heHighWater.
The
useof ugs o
push
hebarge
gainsthe
quay
uring
heoperation
hould e
considerednd n areaswhere
here
s
nadequate
ooringacilities
eavy
ractor nits
an
be
used o assistn holding
hebarge.
(See
AttachmentNo.3)
A
typical
mooring
rrangement
or an
"End
On"operation.
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02
11 Weather
Loadout perationshould ot
ake
place
n adverse eather
onditions.
The orecast hould e monitored
t
east
neweek
prior
o theoperation
aken
place
and
consultationith
heWarranty urveyor
hould e akenbefore
heoperations
given
inal pproval.
12 NobelDenton oadout
Requirements.
12.2
Classof
loadout
NobleDenton
Classes f Loadout
The
Loadout peration illbe
classed ccording
o theTidal onditions.
Requirementsordesign, eserves
nd edundancy
f mechanical
ystems illvary
accordingo theclass f oadouts.
Class
Tidal
Limitations
.l
I
The Tidal range
s such
hat
regardless
f the
pumping
apacity
rovided,
t
is
notpossibleo maintainhe barge evelwith hequay hroughouthe ul lTidal
cycle
and he loadoutmust
be completedwithin
a definedTidal
window,
general ly
n a rising
ide.
z
The
Tidal ange s
such hatwhilst
ignificant
umping
apacity
s required,t
s
possible
o maintain
he barge evel
with he
quay
during he
full Tidal
cycle,
and or at least
24 hours
hereafter.
3
TheTidal ange
s negligible
t zero
and here s no Tidal
onstraints
n he
loadout.
umps
re equired
nly o
compensateorweight
hanges
s he
loadout
roceeds.
4
Groundedoadout, ith idal ange equiringumpingo maintainroung
reaction
nd/or
arge oading ithin
cceptable
imits.
Grounded
oadout
equiringo
pumping
o
maintain
round
eaction
nd/or
loading
ithin
cceptableimits.
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BARGING
OPERATIONS
G 1 1 1 0 s
PAGE 15
OF18
REV.
2
12.2
PUMPINGndBALLASTING
Pumping
apacity hallbe
provided
s ollows, epending
n heClass
f
oadout
s defined
in section and o satisfy
achconditions
defined elow.
Gondition :- Thenominal
aximum
ump
apacityomputedor
he oadout
s
planned
o compensate
or idal hanges
ndweight
ransfer, ithno
contingencies.
Condition :- The
computedapacityequired
sa
contingency
o
hold
hebargeevel
with
he
quay,
t
he
maximum
ate f
a
rising
r all ing
ide, ssuming
horizontal ovementf thestructures halted.
Condition
:-
The
Computed
apacityequired,
s a contingency,
o
provide
he
requirements
f either ondition
a"
or
Condition
b"
whichever
s he
greater
n heevent
f he ailure
f anyone
pump,
omponent
r
pumping
ystem.Where
woor more
pumps
resupplied
roma
common
ower
ource,hisshall
ount s a
single ystem.
Loadout
Class
Condition
Pumpcapacity
equired,
s a
percentage
f the
computed
apacity.
1
a
150%
b
150%
c
120%
2
a
150%
b
120%
c
100%
3
a
100%
b
No Requirement
c
7s%
4
a
120%
b
120%
c
100%
Atl
No
Requirement
Fwuk.6i lc.com\01
3\Home\T9675\Niyocuments\Barging
perat ions-Rev
July2007.Doc
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BARGING
OPERATIONS
G 1 1 / 0 5
PAGE 16
OF18
REV.02
9.3 PropulsionSystemdesignshall be in accordancewith the fol lowingTable
Class
Requirement
Skidded
Loadout
Trailer
oadouts
Non-Propelled
SPMT
1
Slope
Caoacitv
Design
lope
+3
o/o
Design
lope 3% Design
lope
3
%
System
Redundancv
Required
Required
Required
Braking
Svstem
Required
Builtn
Bui l tn
PullBack
Svstem
Required
Required
Bui l t
n
2
Slope
Capacitv
Design
lope
+2o/o
Design
lope 2%
Design
Slope
+2
%
System
Redundancv
Recommended
Recommended
Recommended
Braking
Svstem
Required
Bui l tn
Builtn
PullBack
Svstem
Not
Required
NotRequired
Bui l t
n
3
Slope
Caoacitv
Design
Slope
+
1 %
Design
lope 1%
Design
lope 1%
System
Redundancv
NotRequired NotRequired
Not Required
Braking
Svstem
Required
Bui l t
n
Bui l t
n
Pull
Back
System
Not
Required
NotRequired
Bui l t
n
4
SlopeCap. Level
Level
Level
Redundancy
NotReouired
NotRequired
NotReouired
Brakino
Not
Required
Not Reouired
Built
n
PullBack
Not
Required
NotRequired
Bui l tn
5
SlopeCap. Level
Level
Level
Redundancv
NotReouired
Not
Required
NotReouired
Braking
Not
Required
Bui l tn
Built
n
PullBack
Not
Required
NotRequired
Bui l t
n
Fwuk.frrc.com\D193\Home\T9675\N,1y
ocuments\Barging
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Juty2O07.Doc
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BARGING
OPERATIONS
G 1 1 / 0 5
PAGE 17
OF18
REV.02
ATTACHMENTS
Fwuk.fwc.com\D193\Home\Tg675\N,4y
ocuments\Barging
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July 2007.Doc
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BARGING
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G
1 1 1 0 5
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