Stability – I : Chapter 10 |
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# Stability – I : Chapter 10

###### Solution:

W = 5000t, RD = 0.88, I = 242m4

We know that :
FSC = (i di /W )
= (242 x 0.88 ) /5000
= 0.042m.

###### Solution:

RD = 1.025

We know that:
FSC = (i di/W )
= (242 x1.025) /5000
= 0.049m.

###### Solution:

W = 6000 t & KM = 7.4m,
KG = 6.6m, i = 1200m4, RD = 1.00

GM (solid) = (KM – KG)
= (7.4 – 6.6)
= 0.8m

We know that:

FSC = (i di /W )
= (1200 x 1) /6000
= 0.2m

Fluid GM = GM (solid) – FSC
= (0.8 – 0.2)
= 0.6m

###### Solution:

W = 8800 t & i = 1166m4,
RD = 0.95,
KM = 10.1 m & KG = 9.0m.

GM (solid) = (KM – KG)
= (10.1 – 9.0)
= 1.1m

We know that:

FSC = (i di /W )
= (1166 x 0.95)/ 8800
= 0.126m

GM fluid = GM (solid) – FSC
= (1.1 – 0.126)
= 0.974m.

###### Solution:

W = 16000t,
L = 20m & B = 8m,RD = 1.010

We know that:

FSC = (i di / W)
FSC =( LB3 X di )/( 12 x W)
= (20 x 83 x 1.010)/(12 x 16000)
= 0.054m.

###### Solution:

L = 12m, B = 9m, RD = 0.72
W = 12000 t, KM = 9m  & KG = 8.5m

GM (solid) = (KM – KG)
= (9 – 8.5)
= 0.5m

We know that:

FSC = (i di /W )
= (LB3 x  di ) / (12 x W )
= (12 x 93 x 0.72) / (12 x 1200)
= 0.044m

Fluid GM = GM (solid) -FSC
= (0.5 – 0.044)
= 0.456m.

###### Solution:

W = 8000t.
L = 10m, B = 8m &   D = 9m
RD = 1.025, KM = 7m, KG = 6.2m

Mass of the tank = (Volume x Density)
= (L x B x D) x 1.025
= (10 x 8 x 9) x (1.025)
=     738t

According   to question, 1/3 of water pumped out
= (1/3 x738)
= 246t

After pumping out the water the KG of the tank = (6 + 1.5)
= 7.5m

###### VM (t)
8000t 6.2m 49600tm
(-) 246t (discharge) 7.5m (-) 1845tm

Final W = 7754 t                                                                  Final VM = 47755tm

We know that :

Final KG =   (Final VM)/ (Final W)
Final KG = (47755)/(7754)
= 6.159m

GM (solid) = (KM – KG)
= (7.0 – 6.159)
= 0.841m

We know that:

FSC = (i di / W)
= (LB3 x di)/ (12 x W)
= (10 x 83 x 1.025)/(12 x 7754)
= 0.05m

So, GM fluid = GM (solid) – FSC
= (0.841 – 0.055)
= 0.785m.

###### Solution:

W = 5000 t
Volume of tank = (L x B x D)
= (16 x 10 x 4) m3

KM =7.2m & KG = 7.0m
W = 400 t, RD = 0.95

We know that, dimension of tank are given change of KG of tank due to change of sounding has to be considered

Mass = (Volume x Density)
400t = (Volume) x 0.95
Volume   = (400/0.95)
= 421.05m3

Now, Depth of the oil = (volume / area)
(421.052/ (16 x 10)
= 2.631m

Again, we know that:
KG   = (depth/2)
= (2.631/2)
= 1.315m

###### VM
5000t 7.0m 35000tm
(+) 400 (load) 1.315m (+) 526tm

Final W = 5400t                                                                                      Final VM=    35526tm

We know that:
Final KG = (Final VM) / (Final W)
Final KG = (35526 / 5400)
= 6.578m

GM Solid   = (KM – KG)
= (7.2 – 6.578)
= 0.622m

We know that:

FSC = (i di/ W)
= (LB3 x di)/ (12 x W )
= (16 x 103 x 0.95)/(12 x 5400)
= 0.234m

GM (fluid )= GM (solid) – FSC
= (0.622 – 0.234)
= 0.388m.

###### Solution:

Volume of tank = (L x B x D )
= (12m x 5m x 8m)

W = 9840t , KM = 8.5m and  KG = 8.0m

We can calculate Mass :
Mass of the tank = (Volume x Density)
= (12 x 5 x 8 x 1.025)
= 492t

According to question, 1/2 of water transferred to stbd
= (492/2)
= 246t

KG, of the port side tank after shifting
= (4 + 2)m
= 6m

Now,   Stbd side tank = (d/2)
= (4/2)m
= 2m

Again, d = ( KG of port  tank  – KG of stbd tank)
=  (6 – 2)m
= 4m

###### VM
9840t 8.0m 78720tm
246t  ( shift) 4m (-) 984tm

Final W = 9840t                                                                                        Final VM = 77736tm

We know that:

Final KG = (Final VM/Final W)
Final KG = (77736/9840)
= 7.9m

GM (Solid) = (8.5 – 7.9) m
= 0.6m

FSC when tanks one not divided ;
FSC = (i di/ W)
= (LB3 x di )/ (12 x W )
= (12 x 103 x 1.025)/(12x 9840)
= 0.104m

Total FSC = (1/n2)
= (1/22) x (0.104 )
= 0.026m

GM fluid = (GM solid – FSC)
= (0.6 – 0.026)
= 0.574m

###### Remarks
FP Tank 6.3 10 SW 1.025 Full
No 1 DBT 1.15 420 HFO 0.95 Slock
No 2 P or  S 0.65 720 HFO 0.95 Port slock  Stb empty
No 3p  or s 0.65 240 SW 1.025 Pord full  Stbd slack
No 3c 0.60 1200 HFO 0.95 Full
No 4p 0.70 300 FW 1.00 Both Slack
NO 5p 0.85 180 DO 0.88 Slack
NO 5s 0.85 100 HFO 0.95 Full
AP Tank 8.80 20 SW 1.025 Empty
###### Solution:

Given:
W = 10000 t, KM = 9.9m & KG = 8.954m

FSM  NO.1  =  (  i x di )
= (420 x 0.95)
= 399

NO.2P   = ( i x di )
= (720 x 0.95)
= 684

NO.3S   = ( i x di)
= (240 x 1.025)
= 246

NO.4P   =  (  i x di )
= (300 x 1 )
= 300

NO.4S =   ( i x di)
= (300 x 1)
= 300

NO.5P =  ( i x di )
= ( 180 x 0.88 )
= 158.4

Total   FSM  =  2087.4 tm
FSC = (FSM / W)
= ( 2087.4 /10,000 )
= 0.208m

GM solid = (KM – KG)
=( 9.9 – 8.954 )
= 0.946m

GM fluid = (0.946 – 0.208)
= 0.738m.

1. ###### Vessel is same condition as in question 10, transfers some HFO from NO.1 DBT to NO 2P such that NO 2 becomes full, while NO1 remains partly full. Find the resultant GM fluid if the final KG is 8.950m.

NOTE – 1 : It is not necessary  to rework the entire problem . Just make the necessary change to the final part of the working of the answer to question 10 , Thus:

 FSM obtain finally in question 10 2087.4tm NO2 DBT is now not slack – 684tm Final FSM for the question 1403.4tm

NOTE -2 : Where a tank was originally slack but has now become full or empty ,  Its FSM has to be subtract from the final FSM obtained In question 10.

NOTE -3 : When a tank was originally empty or full but has now become slack , its FSM must be added to the final FSM obtain in question 10.

###### Solution:

Given:
Total FSM = 2087.4 tm
FSM deducted from 2P = 684.0 tm
New FSM = 1403.4

FSC =(FSM/W)
= (1403.4 /1000)
= 0.14

GM solid = (KM – KG)
= (9.9 – 8.950)
= 0.95m

We know that:

GM fluid = (GM solid – FSC)
= (0.95 – 0.14)
= 0.81m.

###### Solution:

According to question,
Now, No 35 becomes full, so FSM deducted

Again, New FSM created by FP and AP
We know that:
FP = (10 x 1.025)
= 10.25 tm.

AP = (20 x 1.025)
= 20.5 tm.

So, FSM = (10.25 + 20.50) tm
= 30.75 tm

New, final FSM = (2087.4 – 246.0 + 30.75)
= 1872.15 tm

FSC = (1872.15 /10000)
= 0.187

New KG = 8.880m (given)

GM (Solid)   = (KM – KG)
= (9.9 – 8.880)
= 1.02m

GM (Fluid) = GM (solid) – FSC
= (1.02 – 0.187)
= 0.833m.

1. Vessel in same condition as in question 10, consume the following while on passage :
• All the HFO (200t) from NO1 DB .
• Half the HFO (i.e 100t) from NO3c .
• All the FW from NO4 P and S (total 200t ) .

Find the fluid the GM on the arrival at the next port .

NOTE 4 : Find KG on the arrival by taking moments about keel , as explained in chapter 7 , and add an extra  column for the changes in FSM , as shown below . Bear in mind notes 1,2 and 3 , under question 11.

Remarks

Weight      (t)      KG      Moment      About    FSM

L             D        M        Keel             TM           TM

L                  D

Ship in

Q  10              10000       –     8.954       89540          –         2027. 4

NO1 DB           –           200     1.15          –              230      (-) 399

and so on .

Note – 5: When dealing with several tank’s in a ship calculation such as this the change of KG of tank due to change in its sounding may be ignored. This is the actual practice at sea .

FOR EXAMPLE: When half of the HFO (i.e. 100t from NO3 C is pumped out , the moment of the discharge weight about keel would 100X 0.6 = 60 tm .

###### FSM
10000 8.954 89540tm 2087.4
(- ) 200 (dish) 1.15 (-) 230tm (- )399.0
(- ) 100 (dish) 0.60 (-)60 tm ( +)1140.0
(- ) 200(dish) 0.70 (- )140 tm (-) 600.0

Final W = 9500                                                  Final VM=89110tm          Final FSM=  2228.4tn

We know that:
Final KG = (Final VM/ Final W)
Final KG = (89110/9500)
Final KG = 9.38m

Again, FSC = (FSM /W)
= (2228.4 /9500)
= 0.234m

GM Solid   = (KM –KG)
= (9.9 – 9.38)
= 0.52m

GM fluid   = GM (solid) – FSC
= (0.52 – 0.234)
= 0.286m.

1. ###### Vessel in same condition as in question 10 consume’s the following on a passage :
• All HFO  (i.e 150t) from NO2 port .
• Part HFO (i.e 50t ) from NO.3c .
• All FW (i.e. 100 t ) from NO4 S.

Find the GM fluid on arrival port .

Solution:

###### FSM
10000 8.954 89540tm 2087.4
(-) 150t 0.65 (-) 97.5tm (-) 684.0
(-) 50t 0.60 (-) 30tm (+) 1140.0
(-) 100t 0.70 (-)70 tm (-)300.0

Final W =9700 t                                                   FVM = 89342.5 tm                     FSM= 2243.5

We know that :
Final KG = (Final VM/ Final W)
= (89342.5/9700)

Final KG  = 9.21m

Again,    FSC = (FSM / Final W)
= (2243.5 /9700)
= 0.231m

GM (Solid)   = KM – KG
= (9.9 – 9.21)
= 0.69m

GM fluid = GM (solid) – FSC
= (0.69 – 0.231)
= 0.459m.

###### VM
10000t 8.954m 89540 tm
(+ ) 1000 4m (+) 4000 tm
(+) 2000 5m (+)10000 tm

Final W = 13000                                                          Final VM = 103540tm

We know that:
Final KG = (Final VM/ Final W)
Final KG = (103540 / 13000 )
= 7.964m

KM = 10m ( given)
Again, GM solid    = ( KM – KG)
= (10 – 7.964) m
= 2.036m

Now, FSC =( FSM/ W)
= (2087.4 /13000)
= 0.1605m

GM fluid = GM (solid) – FSC
= (2.036 – 0.1605)
= 1.875m.

1. ###### A ship of 5000t displacement has a DB tank 18m long and 12m wide , partly full of SW . Find the FSC in the following cases:
1. If the tank is undivided .
2. If the tank is divided into identical P and S watertight divisions and
1. Both side are slack.
2. only one side is slack.
3. If the tank is divided in to P, S and C identical watertight division and
1. All three of these are slack .
2. Only two of these are slack .
3. Only one of these are slack .
4. If the tank is divided into four identical watertight division – Port inner ,  port outer ,Stbd  inner , Stbd outer, – and
1. All four of these are slack .
2. Any three of these are slack .
3. Any two of these are slack .
4. Any one of these is slack .

NOTE : The use of 1/n2 would be a very quick method of solving this question .

Solution :

a).  if the tank is undivided

We know that
FSC = (LB 3 x i )/  (12 x W)
= ( 123x  18 x 1.025)/ (12 x 5000)
So, FSC = 0.531m

b).  If Divided into identical P and S

1 ).   Both sides are slack
FSC = (1/n2)
= (1/22 ) x 0.531
= 0.133m

2.) If only one side is slack
We can calculate
FSC = (0.133 /2)
= 0.066m

C). If the tank is divided in to P , S and C  identical water tight division and

1.)  If all three of these are slack .
We know that
FSC = (1/n2)
= (1/32 ) x 0.531
= 0.059m

2.)  If only two of these are slack then
FSC   = (0.059 /2)
= 0.039m

3.) If only one of these is slack
= (0.059/3)
= 0.019m

d). If the tank is divided into four identical tanks

1).  All four of these are slack
We can calculate:
FSC = (1/n2) x 0.531
= (1/42 ) x 0.531
= 0.0332m.

2). Any three of these are slack
FSC would be   0.0247 m

3). Any two of these are slack
FSC would be (0.0332/2) m
= 0.0165m

4). Any one of these is slack = (8.25/1000)
= .0082m.

1. ###### A ship of 1000 t displacement has a fresh water DB tank which is 20m long and divided in to P ,S and C watertight divisions . The  P and S division are each 4m wide , while the she division is 12m wide . Calculate the FSC in the following cases :
1. Only the port side tank is slack .
2. Both port and stbd tanks are slack .
3. Only the centre tank is slack .
4. All three tanks – PS AND C are slack .
5. If all the three divisions were not separate but formed one undivided tank 20m broad.

NOTE: 1/n2 cannot be used here as the watertight division are not identical.

Solution:

a). Only the port side is slack

We can calculate

FSC =   (LB3 x di )/(12 x W)
= (43 x 20)/( 12 x 10000)
= 0.016m

b). Both P and S tanks are slack

= (2 x 0.016)
= 0.0213m

C ).  Only the centre  tank is slack

= (LB3 x di )/( 12 x W)
= ( 12 3 x 20) /( 12 x 10000)
= 0.288m.

d). All three tank P, S and C are slack

FSC = (0.213 + 0.288) m
= 0.309m.

e) If all the three division were not separate but forward are undivided tank 20 m broad .

We can calculate as
FSC == (LB3 x di )/( 12 x W)
= (20 x 203x 1) / (12 x 10000)

= 1.333m.

###### ‘i’ about tank’s  centre line
NO 1 DB 280m4
NO 2 O or S 600
NO 3 P or S 350
NO 3 C 650

State the order in which the tanks must be filled so as to keep FSC at a minimum at all times.

1. ###### An unstable vessel is it her angle of loll. The following tanks are available for SW ballast :-
 NO  1  DB 400m4 NO  2   P 700 NO  2  S 700 NO  4  P 250 NO  4  S 250 NO  4  C 800

If it is decided to ballast three tanks with SW, one at a time , state what order should be followed so as to keep FSE to a minimum .

1. ###### A vessel of W 8000t, KM 7.9m, KG 7.0m,has a tank 15m long and 12m wide , partly full of HFO of RD 0.95 .
• Find her moment of her statical stability at 6degree heel
• If her BM is 4.9m, find her moment of statical stability at 20 degree heel assuming that she is wall- side.

Solution:

Given:
W = 8000t, KM = 7.9m & KG = 7.0m
Area of tank = (L X B)
= (15 x 12) m2.

RD = 0.95, θ = 6degree

We know that:
FSC= (LB3 x di )/( 12 x W)
FSC = (15 x 123 x 0.95)/(12 x 8000)
= 0.256m

We know that GM can be calculated as
GM = (KM – KG)
= (7.9 – 7.0) m
= 0.9m

Again, RM = (W x GM sinθ )
So, RM = (8000 x 9 x sin 6 0 )
= 538.5tm

B).  If the BM is 4.9m find the moment of statical stability at 20 degree heel assuming that the ship is wall sided .

Given:

BM = 4.9 m, θ = 20 degree,
RM = (W x Sinθ (GM + 1/2 BM tan2 θ)
RM = (8000 x Sin 20 (9 + ½ x 4.9tan 220 0)
Hence, RM = 2650 tm

GM fluid = (0 .9 – 0.256)
= 0.644 m.