Stability of a Large Barge: Determining Stability Using Weight Per Meter Length

In summary: File:Weight_per_meter_length.pdf to help with the calculations)First I needed to find the weight per meter length. I did this by taking the empty weight of the barge and uniformly distributing it along the length of the barge. Next I needed to find the center of gravity of the barge. I did this by placing the empty barge in the center of a square and calculating the center of gravity using the law of gravity. Last, I used the center of gravity to find the draft value of the barge. The draft value of the barge is 1.5432 meters. This means that the barge
  • #1
db725
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0

Homework Statement


The question is regarding the stability of a large barge.
Overall width=4m
Uniform weight per meter length of M= 6327.19kg/m (This empty weight is uniformly distributed along the length of the barge.
Center of gravity of the empty barge is at position G, 2m above the flat bottom of the vessel.
Barge has a rectangular water-line area and the density of seawater is 1025 kg/m^3
Neglect the thickness of the hull.

Determine that the empty barge is not stable.

Homework Equations



GM(bar)=Io/V(submerged)- BG(bar)

GM(bar) is bigger than zero if stable, otherwise not stable.

The Attempt at a Solution



Volume of displaced seawater= hx2xl= 2hl m^3

Thus the weight of the displaced seawater= 6327.19g=ρ(seawater)g(2hl)

From rearranging h= 3.0864/l ... the problem is i don't know how to use the weight per meter length so I am stuck with this unknown l (length of the barge)

I am aware of the fact that i need to find the draft h of the buoy but I am unfamiliar with the term 'weight per meter length' so cannot proceed further unfortunately..

Any help would be greatly appreciated
 
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  • #2
I don't follow your buoyancy calculation. The problem stated the barge was 4 m in width.
 
  • #3
I followed some worked examples and in most cases they seem to use the half the distance of the width which is why I used the 2 instead of the 4. The reasoning was that of because of axis of symmetry. On the document I uploaded they have put dotted lines and put 2m and 2m markings on the diagram. I used 'l' to represent the length of the barge as it wasn't given and 'h' is the depth it is in water.

So in the above calculation I equaled buoyancy force of 6327.19g (mass x gravity) to the density x gravity x volume which is ρ(seawater)g(2hl)..

My only problem was that because I was confused with the 6327.19 representing weight per meter length I had two unknowns, one being l (length of barge) and h (depth of of barge in water). I am trying to solve to h so I can proceed further in finding the stability but I am really stuck because i have 2 unknowns! PLEASE HELP!
 
  • #4
This is the document I am referring to
 

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  • #5
As another esteemed member of this forum has stated, "the factor of 2 will get you every time."

For now, forget the other examples you looked at. They haven't helped you but they have added to your confusion.

Since the weight of the barge is 6327.19 kg/m, this means the total weight of the empty barge will be its length times 6327.19 kg /m = 6327.19 L kg

Due to the shape of the immersed hull, the buoyancy likewise will be 6327.19 L kg.
What is the draft h?
 
  • #6
I tried using the width of 4m and got the draft value h=1.5432m . I used the same logic as above and equated the buoyancy force to the weight of the displaced seawater.
 
  • #7
The draft looks good. Now try to evaluate the stability of the empty barge.
 
  • #8
I Found the GM (Prime)= -0.978.. So I concluded that GM(prime) being smaller than zero, this implies that the metacenter is below the center of gravity and thus the barge is unstable.

Now my main struggle is the next section. Ballast of mass Mb kg per meter length is added to the barge in order to effect the stability. The weight of the ballast acts at point A (on the barge centerline at the bottom of the hull) and is uniformly distributed along the length of the barge. The addition of the ballast will shift the center of gravity from G to addition of the ballast will shift the center of gravity from G to G(prime). Write out an expression for the height of the new center of gravity above the bottom of the hull in terms of Mb(distance AG(prime))

I am aware that adding the Mb will shift G to G(prime). G(prime) is lower that G. Because the weight was added below and not above. Therefore G(prime) is always below G.In order to find G(prime) we need to use moments. I just don't know where to start it from.. Thoughts?

Thanks heaps for the help :)
 
  • #9
Write your moment equation for vertical moments with the origin at A. The vertical moment is simply the mass * distance above A
 
  • #10
db725 said:
I found GM(prime) = -0.978 m.
db725: I think this currently looks incorrect. (And I am unsure what you mean by "prime" here, because I thought this was without ballast yet.) Please show us how you computed this GM value, so we can check your math.
 
  • #11
Sorry for the confusion the GM(prime) is suppose to be GM(bar)..

So what I actually found is the GM(bar) value to assess the stability of the barge. G(prime) comes in later for the next question.

In order to find this I did the following calculations.(Please refer to attached diagram above called to follow through my calculations easier)

h=1.5432m
Assume that:
- the distance Lg of the center of gravity G from the base of the flat bottom of the vessel is 2m. So Lg=2m
- the distance Lb of the center of buoyancy B from the base of buoy is the midpoint of the displaced volume of fluid. So Lb=1.5432/2=0.7716m

Thus the distance BG(bar)=2-0.7716=1.2284m
Second moment of area Io=bh^3/12 since its a rectangular shape.

So Io=(4x(1.5432)^3)/12=1.2250
Vsubmerged= area x h =4x1x1.5432=4.900 m^3

So substituting it into

GM(bar)= Io/(Vsubmerged) - BG(bar) gives the following:

GM(bar)= (1.2250/4.900) -1.2284 =-0.978 which is approx -1
so therefore since GM(bar) is smaller than zero the barge is unstable.. Hope my calculations makes sense..

I am really struggling with moments. Tried all day and got really weird answers. What's the best way to start of the next part ?

Cannot thank enough for the help guys :)
 
  • #12
In your calculation of GM, the inertia used in I/V must be for the waterplane rather than the cross section of the submerged portion of the barge. In other words, the dimensions of the waterplane are the length of the barge by the width.
 
  • #13
I was very confused with the Io calculations actually. So for the h value that we use for Io, i used h=1.5432 as an assumption but wasn't entirely sure with that.

Are we suppose to use h as 2m or 2+0.7=2.7m since that the actual height of the entire barge?
 
  • #14
The Io is the moment of inertia for the waterplane about its longitudinal axis. In other words, Io is calculated for a rectangle with dimensions L = length of barge x B = breadth of barge, or 4 m. Since the barge will roll to one side if it is unstable, the axis about which Io is calculated is the longitudinal centerline of the barge.

Once Io is calculated, BM = Io / V, where V is the volume of the displaced water,
or L x B x h
 
  • #16
Thanks for the clarification those moment of intertia calcs are always tricky..Makes a lot of sense. I am working on another section now which is ' Calculate the minimum ballast per unit length (Mb) required to stabilize the barge when floating in sea water.'

My guess would be that this is similar to first part of this where we looked at proving the instability of the barge and the use of GM(bar)=Io/Vsub -BG(bar). So would working backwards to find the Mb value work? Or should I take another approach? not sure if this is right.
 
  • #17
I thought it will help me and the other person in understanding the questions better, considering they are doing the same questions.
 
  • #18
db725: With your and SteamKing's permission, I would like to change the barge breadth (width) to lowercase b, so it will not be confused with point B, center of buoyancy. Also, point B' is currently missing from the diagram. For clarity, add point B', which is the new center of buoyancy after adding ballast mass Mb. To determine Mb, basically work the problem backwards.
db725 said:
Second moment of area, Io = b*h^3/12. So, Io = (4*(1.5432)^3)/12 = 1.2250 m^4.
This is currently incorrect. Change b to L, and change h to b, then recompute Io. Show your work, so we can see if you do it correctly. It is explained in post 14. Hint 1: L = barge length = 1 m.

By the way, always leave a space between a numeric value and its following unit symbol. E.g., 0.7716 m, not 0.7716m. See the international standard for writing units (ISO 31-0).
 
  • #19
In order to calculate the amount of ballast required to stabilize the barge in seawater, you will need to repeat the calculations you used to determine that the GM of the empty barge was negative. You will need to add ballast and recalculate the draft of the barge and its ballasted center of gravity and check the G'M value. When G'M becomes positive, the barge will be stable.
 
  • #20
Nvn: With the changes I need to make to Io, if i understood correctly by changing b to L, and changing h to b I get he following:

b=4 m
L=1 m

So Io = (1 x 4^3)/12= 5.33

I did a few questions out of the textbook and found that they do it the opposite way.

In that method they used it this way.. Io=(4 X 1^3)/12=0.333

which one is correct?
 
  • #21
For this problem, the first way is correct. I don't know what other problems you looked at, but it is distracting you from understanding how to solve this problem.
 
  • #22
In calculating the minimum ballast per unit length (Mb) required to stabilise the barge when floating in sea water I did the following:

Volume of displaced water=V=4 x h x 1=4h
The weight of the displaced seawater= (6327.19+Mb)g=ρg(4h)
h= (6327.19+Mb)/(ρxgx4)=(6327.19+Mb)/4100

height of the new center of gravity above the bottom of the hull, AG'= (12654.38)/(6327.19+Mb)

distance AB=the height of the new center of gravity above the bottom of the hul, AB=(6327.19+Mb)/(8200)

B'G'(bar)= 12654.38/(6327.19+Mb) - (6327.19+Mb)/(8200)

Vsubmerged= 4 x 1 x h =4 x (6327.19 +Mb)/(4100)

Io=5.33

So G'M=5.33/((6327.19+Mb)/(4100)) -(12654.38/(6327.19+Mb) - (6327.19+Mb)/(8200))

We need to make G'M positive so the barge can be stable. In this process how would I go about solving it. Should I be using trial and error?
 
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  • #23
You can iterate for Mb, or you can set up the equation so that G'M = 0 and use algebra to solve for Mb (See, algebra can come in handy sometimes). The value of Mb will be the maximum possible amount of cargo which can be carried by the barge.
 
  • #24
Volume of displaced water=V=4 x h x 1=4h
The weight of the displaced seawater= (6327.19+Mb)g=ρg(4h) so,
h= (6327.19+Mb)/(ρxgx4)=(6327.19+Mb)/4100

AG'= (12654.38)/(6327.19+Mb)

distance AB=the height of the new center of gravity above the bottom of the hull, AB=(6327.19+Mb)/(8200)

B'G'(bar)= 12654.38/(6327.19+Mb) - (6327.19+Mb)/(8200)

Vsubmerged= 4 x 1 x h =4 x (6327.19 +Mb)/(4100)= (6327.19+Mb)/(1025)

Io=5.333

So G'M=5.33/((6327.19+Mb)/(1025)) -((12654.38/(6327.19+Mb) - (6327.19+Mb)/(8200)))

G'M= -7188.055/(6327.19+Mb)+(6327.19+Mb)/(8200) making G'M=0 we obtain the following:

7188.055/(6327.19+Mb)=(6327.19+Mb)/(8200)

(6327.19+Mb)^2=7188.055x8200

6327.19+Mb=√(7188.055x8200)

6327.19+Mb=7677.3727

Mb= 7677.3727-6327.19=1350.183 kg

Is this answer correct? I tried doing iteration and it took forever so I did the algebraic way as you said instead.So much quicker.
 
  • #25
Nice work, db725. That is correct. (Keep in mind, Mb is actually kg/m.)
 
  • #26
Looks good.
 

1. What is the concept of stability for floating bodies?

The stability of a floating body refers to its ability to resist overturning or capsizing due to external forces such as waves or wind.

2. What factors affect the stability of a floating body?

The stability of a floating body is affected by its shape, size, weight distribution, and the density of the liquid it is floating on.

3. How is the stability of a floating body measured?

The stability of a floating body is measured by its metacentric height, which is the distance between its center of gravity and its metacenter. A higher metacentric height indicates greater stability.

4. What is the difference between initial stability and final stability?

Initial stability refers to the resistance of a floating body to overturning when it is in its upright position. Final stability, on the other hand, refers to its resistance to overturning when it is in a heeled position.

5. How can the stability of a floating body be improved?

The stability of a floating body can be improved by increasing its width, lowering its center of gravity, and adding ballast or weight to the bottom of the body. The shape of the body can also be modified to increase its stability.

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