Calculating Force of Water Jet Impact in Game Simulations

In summary: What you're saying is that you can't use Bernoulli's equation to calculate the force of a water jet without knowing the area of the nozzle and the velocity of the water.In summary, Bernoulli's equation is not helpful for this problem because you need the area and velocity of the water jet to calculate the force.
  • #1
nibbel11
36
2
i want to calculate the force of a water jet
i know the velocity,13,6m/s
mass or volume/s=52,6kg or dm3/s
the pipe has an area of 2,3dm
and the gained area by flying out the pipe is 3,4dm

i want to know the force it creates by hitting for example a way, how do i calculate that
 
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  • #2
When the water hits something, it changes momentum - the force is the rate that the momentum changes.
 
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  • #3
how do i calculate that then, and isn't their just a way to use Newtons second law of motion eventhough the mass is a little inconsistend
 
  • #4
If you have mass m per second hitting the wall at speed v, and it is completely stopped by the wall (usually not but say), then the change in momentum per second is mv ... if the water rebounds off the wall to go at the exact same speed but opposite direction, then it is 2mv because the velocity change is 2v ... got it?

There are more complicated things you have to do to take into account if the water drops some height as well (it's going faster) and and some energy is always lost in splashes and hitting the wall not quite head-on and so on. It's usually easier just to measure it - save this sort of calculation for the first approximation.
 
  • #5
Bernoulli equation say that the total pressure (total energy density) on the flow direction must be constant.
 
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  • #6
nibbel11 said:
isnt their just a way to use Newtons second law of motion
Yes. You don't need to involve all the data you've been given - just the speed and the mass per second - to get a reasonable estimate. As Simon says, the final state of the water can account for a 2:1 difference in your result.
 
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  • #7
it is as easy as 52,6×13,6=715,36N?
 
  • #8
Why problem give you diameters of pipes?
 
  • #9
i don't understand
i gave the area of the pipe because i didnt know what i needed to do so i gave averything i know
 
  • #10
Areas need because flux find no resistance on the open hole. You need the area difference for correct calculation.
 
  • #11
theodoros.mihos said:
Bernoulli equation say that the total pressure (total energy density) on the flow direction must be constant.
Bernoulli equation is not helpful for this problem.
 
  • #12
nibbel11 said:
it is as easy as 52,6×13,6=715,36N?
yes
 
  • #13
This is the force than the water flow act to a wall.
 
  • #14
Simon Bridge said:
Bernoulli equation is not helpful for this problem.
Yes, it is. Force is stagnation (velocity) pressure times area. Both that and Newton's 2nd law work for this problem (similar to how you can use either to describe the lift of a wing).
 
  • #15
russ_watters said:
Yes, it is. Force is stagnation (velocity) pressure times area. Both that and Newton's 2nd law work for this problem (similar to how you can use either to describe the lift of a wing).
Newton's Second Law is there all the time. Whatever you do with channeling the water in certain ways, can you change more momentum than is available?
How would necessarily working out the details of the flow of water over the surface of the wall be better (or easier?) than using momentum considerations?
You are clearly one of the big endians who think that the measurements of pressure around the plane in a wind tunnel explain why a plane stays in the air and don't believe that a mass of air must be pushed downwards to maintain the lift force when it's actually flying. Myself, I am a little endian for whom momentum is a much easier thing to deal with.
 
  • #16
Bernoulli equation has terms of pressure and say that the total pressure on flow direction must be the same on a flow line.
This pressure is energy density and have a direction, that mean momentum. 2nd Newton's law is here.
We cannot calculate the total force ignoring the difference of fluid kinetic energy before and after the nozzle.
 
  • #17
I understand that the details of flow can help to improve the estimate for a case between the water exiting through the wall at almost 0 velocity and being channeled back the way it came (twice that momentum change). But it's still the momentum change that counts - surely?
 
  • #18
Surely. Bernoulli's equation is a deep result of 2nd Newton's Law. We can use it if we understand what really say.
In this case, the force must depends by the area ratio while fluid flow out by the same ##dV/dt##.
Through mine eyes Bernoulli's way is much more easier. I calculate the force by the pressure, not the opposite.
 
  • #19
But how can you calculate that unless the whole setup is very tightly defined? After all, the detailed design of a boat, car or plane can make a huge difference to the fluid forces on it. The same must apply to the force on the wall.
 
  • #20
sophiecentaur said:
Newton's Second Law is there all the time.
Sure.
Whatever you do with channeling the water in certain ways, can you change more momentum than is available?
No.
How would necessarily working out the details of the flow of water over the surface of the wall be better (or easier?) than using momentum considerations?
I don't understand what you are asking: you have the water velocity and you have the pipe diameter. That's all you need. Perhaps you are thinking something else is needed, that isn't. Please specify what else you think you need.
You are clearly one of the big endians who think that the measurements of pressure around the plane in a wind tunnel explain why a plane stays in the air...
Of course: I had that lab in my Wind Tunnel class. It was fun.
...and don't believe that a mass of air must be pushed downwards to maintain the lift force...
Since I explicitly said "you can use either", I can't imagine what could possibly make you have that misunderstanding.
I am a little endian for whom momentum is a much easier thing to deal with.
Ok, fine. As I said, in this situation you can use either. All I was doing was correcting the erroneous statement that you can't use Bernoulli's principle.
But how can you calculate that unless the whole setup is very tightly defined?
The setup definition is what it is -- whatever limitations it has will affect any method you use to calculate the force.
[edit]
You may recall that I'm an HVAC engineer: the reason I prefer Bernoulli's principle here his that I use it every day in situations similar to this one (but for air) and have equations with rolled-up constants at my fingertips for describing it.
 
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  • #21
russ_watters said:
you have the water velocity and you have the pipe diameter. That's all you need.
I find this statement worrying because the details of the wall must count; absorption or reflection make a 2:1 difference. I never did fluid dynamics (except the obvious stuff) so I have never tried to solve a problem like this but you have to involve how the water interacts with the wall or you can get only one answer. (No?)
russ_watters said:
the erroneous statement that you can't use Bernoulli's principle.
I recall the statement was that it was "not helpful" - which is not the same thing. I agree with that statement because, as I have pointed out, it seems that you would need more information to use the fluid dynamics.
Can you explain how you can get away with just "Pressure times area"?
 
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  • #22
thank you all :oldsmile:
 
  • #23
If I were hitting the wall with little balls, fired from a gun, I would need to know whether I would be expecting elastic or inelastic collisions (or some coeficcient of restitution). Personally, I have no idea about how that relates to a jet of water against an unspecified wall. I also would have needed to find out how to calculate the pressure from the original data. A guy with knowledge about fluid dynamics would find that all to be a piece of cake. I think that explains the difference of approach.
@nibbel11: Sorry if our squabbling has interfered with your enjoyment and edification. :smile:
 
  • #24
sophiecentaur said:
I find this statement worrying because the details of the wall must count; absorption or reflection make a 2:1 difference.
I thought you were still arguing about whether you could use Bernoulli's principle here at all? Yes, those details matter, regardless of which method you use.

In particular, if you have a look at the equations for the two methods you see they are almost identical (ρ*A*V2), except that for Bernoulli's equation having the factor of 1/2 in front of it. That's because of different assumptions about the motion (or lack thereof) of the apparatus. That and the bounciness of the water (water usually doesn't bounce) and acceleration of the source and target can all be taken into account if one wants to.
Can you explain how you can get away with just "Pressure times area"?
I'm not sure what you are asking. The OP asked for force. Force is pressure times area.

The way the problem is given to us, it probably makes more sense to use momentum, but in trying to use Bernoulli's, I found a problem: the mass flow, velocity and area should all be proportional to each other, but they aren't. So there's an error in the information we were given.
 
  • #25
Cheers. I now know a bit more than when I started. Good value. :smile:
 
  • #26
To calculate the total force that flow can ask to vertical label we use only ##dV/dt## and velocity on 2nd Newton's law.
But problem have other two data, the diameters. Why? May ask another thing. I refer to Bernoulli's law because I think problem ask for the total pipe force needed to flow from 3.4dm to 2.3dm.
 
  • #27
one strange thing in what is happening, every drop hitting the vertical surface immediatly get out the stream, so no piling up. this would mean that after the the water hit a surface the force stays constant. the water input=water lost in process after hitting the wall.
it is maybe a little unbelieveble, but i think it is an important detail.

now and i was just thinking, what if F=ma is now F=m/s*a
i don't know if this makes sense but pleas think with me and believe that the water input=water lost
 
  • #28
There is not ##F=ma## but ##F=dp/dt##. For constant ##m## this produce ##F=ma##.
$$ F = \frac{d}{dt}(mv) = m\frac{dv}{dt} + v\frac{dm}{dt} $$
In this case ##dv/dt=0##.
 
  • #29
so the only force there once was, was the moment the water hit the wall and then it stopped?
 
  • #30
This is the effective force on a wall, if it is exist. But for 3d Newton's Law the same force needed to stay the nozzle unmoved.
 
  • #31
but for now i only want to know how much force the wall gets when hit
so F=ma cause the mass is constant because there is no water loss or gain.
we are talking about a cylinder so
F=hr2πa
the hr2π is volume and the mass because it is water
is this the way to solve the force when the wall first has gotten hit
 
  • #32
$$ F = v\,\frac{dm}{dt} = \rho\,v\,\frac{dV}{dt} $$
 
  • #33
nibbel11 said:
so the only force there once was, was the moment the water hit the wall and then it stopped?
Only if the water stops at the wall. If the water bounces off with equal and opposite velocity, then there is twice as much change in momentum.

There is quite a lot missing from the question which will change how we interpret the information provided.
i.e. what is the context? How did this problem come to your attention?

i.e. if the context is a physics class on water flow in pipes - then I would have to consider that maybe the wall starts out flush against a pipe opening and the problem asks for the initial force on the wall (and you'd be best to use bernoulli then). But it could be that you are engaged in a home experiment involving pushing the vanes of a water-wheel with water from a hosepipe and you want an idea of what sort of acceleration you can expect, or it's a physics exercize in a lesson about Newton's laws.
 
  • #34
In principle, I agree with Simon Bridge. But theodoros.mihos is right that the velocity depends on the area ratio as long as the stream keeps continuity.The free jet behavior is quite a complex thing to make calculations without experimental data. As far as I know the experimentally based methods of calculating such things have those who deal with hydrotreating shipboard tanks (internal cleaning) and others.
I have questions on source data. Having the mass flow G=52,6L/s we mast have a nozzle with min diameter about 70mm. That means that in a pipe with D=240mm the velocity wil be more the 9 times lower. It can be said that the dynamical pressure (I do not sure what it means in English)) will be about zero. It is normaly fact. But the the expansion to 340mm may cause the practically full loss of velocity obtained in said nozzle.
 
  • #35
simon i love games i made a website about what if things in games we in real life and with our rules. at this moment i look at a game called pokémon (creature fighting with attacks and stats etc) i am looking at a attack called hydropump. this is my most important source
i want to know what is the force delivered by this beam of water. btw look from 0,55 to 1,10
i know what everyone sais "it is a game things are inlogical" but that is why it is interesting for me. pleas help me even if it is completely against the law of physics i really need a way to calculate this
 

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