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The difference between steady state and transient 

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February 11, 2015, 09:53 
The difference between steady state and transient

#1 
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Mr CFD
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I know this is a rookie question to ask: a simple answer is that transient is time dependent and steady state is not.
But delving deeper into this question... Suppose you had a simple pipe flow problem. Let's say you perform a transient run, and stop the simulation after 4 simulation seconds, where the centreline velocity is 2 m/s. If you then performed a steady state simulation, with a small enough physical time step, and implemented a stop control such that the simulation should stop when the centreline velocity is 2 m/s, would the steady state results be the same as the transient ones? I.e. can you completely bypass the transient solution from 0s to 4s by performing a steady state simulation and applying a stop control when the centreline velocity is 2 m/s? When we analyse the conservation equations, in steady state the time dependent partial derivatives disappear and we no longer have a time marching problem  I can't see how the two can compare unless you compare a steady state solution achieved by running a transient simulation long enough, and a steady state solution achieved by running a steady state simulation. 

February 11, 2015, 11:07 

#2 
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Bruno
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Due to the falsetransient scheme used by CFX, technically yes, if you use a very small timestep for both the transient (with a first order approach for the time derivative) and the steady state simulation, you should arrive at the same result after the same number of timesteps are run in each. But this also means you're not bypassing the transient solution at all; you're just solving it by other means.
Also, this completely defeats the purpose of running a steadystate simulation, which is to fastly arrive at a time independent solution. 

February 11, 2015, 17:28 

#3 
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Glenn Horrocks
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The steady state solver does not include some of the transient terms (I forget which, you will have to look up the doco to find that out). Also the steady state solver can advance different equations with different pseudotimesteps. This is to make the simulation converge faster, but it does mean the result is not time accurate.
But these neglected terms are not important for all simulations, and the advancing of different equations at different speeds can be stopped by specifying a physical time step. Then a steady state simulation will be pretty close to a transient simulation. 

February 12, 2015, 07:54 

#4 
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If you use the First Order scheme for the transient equations, there should be no extra terms compared to the steady state equations. It is just
for both. The only thing missing on the SS solution will be the transient nonlinearities corrections () between timesteps, but then again a small enough timestep (one that uses only 1 iteration per transient timestep) should solve this. Cheers 

February 12, 2015, 09:02 

#5 
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Mr CFD
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Thanks for that  it's quite insightful.
So if I understand correctly you're saying you can make a good comparison between stopping a steady state simulation mid way and a transient simulation using first order numerics for the transient scheme? 

February 12, 2015, 12:19 

#6 
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A steady state simulation with a very small physical timestep, one that would require only one iteration for the transient solver, yes. But again, that basically means running a transient simulation anyway, so there is no gain in here. Quite the other way, actually: a transient simulation with adaptative timestepping would probably be able to arrive much faster at the desired physical time value.
May I ask why do you want to do this? 

February 17, 2015, 12:31 

#7 
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Mr CFD
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Hi,
Thanks for your input. I'm undertaking a project which involves heating a tank of water and modelling the evaporation process from water to vapour. It's an EulerianEulerian simulation, with the interface modelled using the CFX Mixture Model. I am interested in the results when around 5% of the water in the tank is evaporated. So far I am running these simulations in transient mode, with a stop control telling the solver to stop the simulation when 5% of the water has evaporated (I implement this by monitoring the absolute pressure at the bottom of the tank and using a conditional if statement [i.e. if abs pressure at the bottom of the tank is less than the abs pressure @ 95% water then stop the sim]). I wanted to see if I can bypass the long transient runs by implementing a steady state analysis, and stopping the simulation at when 5% has evaporated. Sorry I should have explained this much earlier. 

February 17, 2015, 15:51 

#8 
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Edmund Singer P.E.
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I would say no. How can you justify the SS solution partway?
The SS solution will want to equilabrate towards a set amount of water evaporation (100% if the tank is open and heat is always on, some other percentage if the tank is closed, etc..). How it gets there is totally not time accurate if you utilize the SS as it should be used (no need to capture the transients). Like brunoc said, trying to get a time accurate solution from a SS run, is probably not efficient. 

February 17, 2015, 17:11 

#9 
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Glenn Horrocks
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This simulation sounds like one where significantly different time scales are relevant. I guess the fluid and/or heating time scale is of the order of seconds, but it takes hours or days to evaporate the tank? If that is the case then running it as a full transient will be slow and not very efficient.
Am I correct in saying you have a fast fluid/thermal time scale and a slow evaporation time scale? 

February 18, 2015, 04:56 

#10  
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Mr CFD
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Quote:
Quote:


February 18, 2015, 05:41 

#11 
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Glenn Horrocks
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If there is a big separation in time scales then you should try to uncouple them if this is possible. This is not cheating, this is being smart
If the rate of change of the fluid level is slow then you can do a steady state simulation of the fluid flow and thermal stuff with a fixed fluid level. From this model you can predict the condition at the surface and therefore the evaporation rate. Repeat this at a few fluid surface heights and you have the trend of evaporation rate versus fluid height. Then it is a simple matter of working out the fluid height versus time as a ODE. This is an example of decoupling the different time scales, and using CFD to get the fast time scales and a simple ODE to get the slower fluid height time scale. And the simulation is a simple series of steady state simulations (real steady state simulations, not weird phoney ones) rather than a single extremely long transient simulation. You will also find getting accurate results for the long time scale effect is difficult as the convergence criteria are based around the short time scale. Adding imbalances to the convergence criteria will help, but even the small imbalance you are left with will add up over a long time scale to a significant error. If you separate the time scales like I recommend you avoid this problem. 

February 18, 2015, 12:25 

#12 
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Mr CFD
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Hi, that's pretty clever!
All of the evaporation occurs at the free surface at the top of the tank. So your method of reducing the level a little bit each time and doing a steady state simulation could work. The rate of evaporation from the free surface is characterised simply as So if I can determine the free surface heat flux for each level then I could derive some sort of relationship (ODE) for the free surface heat flux with water level. Since I know the enthalpy of vaporisation (see steam tables) then I can work out the rates of evaporation. Is that the kind of direction you were hinting at? 

February 18, 2015, 17:40 

#13 
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Glenn Horrocks
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Yes, you got it.


February 19, 2015, 10:51 

#14 
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Mr CFD
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Thanks for the tip. I'll update the thread later to let you know how I get on.


September 28, 2017, 16:45 
OpenFoam

#15 
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PATRICIA NAKANWAGI
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Greetings to you all,
I kindly need your help please. I have a similar problem, trying to model the evaporation rate overtime in a solar pond so as to come up with optimal pond dimensions, and effect on putting a liner material. I am using OpenFoam 2.4.0. Kindly advise me on the appropriate solver to choose for my model please. I am a new CFD user Thank you Patricia 

September 29, 2017, 02:02 

#16 
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Maxim
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Patricia, please don't hijack other posts about a different topic/problem.
Read Before you post a question please read this and then post in the OpenFOAM forum: https://www.cfdonline.com/Forums/openfoam/ 

September 29, 2017, 04:43 

#17 
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PATRICIA NAKANWAGI
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My apologies sir.


November 29, 2018, 08:21 

#18 
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Chris Schäfer
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Sorry for open again this thread, but I have a (generic) question about this topic (transient/steadystate)
I simulate a flow over a terrain. First in Steadystate. After a few hundreds "timesteps" I observe that the flow is in "steadystate" that means that the flow field is balanced with no changes any more. If I take this flow field as a starting field for transient simulation (by keeping all parameters (BC) the same) I would expect, after the discussion here, that I see no change in the flow field. However I obsereve that the flow is obviously changing in time. Or more generic if I read this: "Reading results from an existing results file is useful in many cases, including: To begin a transient analysis, using the results of a steadystate analysis as the initial conditions. Transient simulations require values to be set for all variables during initialization. Starting a transient run with results from a converged steadystate analysis can lead to good convergence and solution robustness, especially if it is difficult to provide an accurate estimate of the initial conditions." Source: ("www.sharcnet.ca/Software/Ansys/16.2.3/enus/help/cfx_mod/i1302199.htm") If is a case in a final converged steady state, what do the transient run calculate if you apply it to it? 

November 29, 2018, 08:40 

#19 
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Steadystate and transient are newer quite equal. can be close to equal but very rarely. because of instabilities of the flow, a transient solution will always fluctuate at least in certain areas, near walls and this than disipates in to the enviroment.
Even a simple pipe flow is very complex when you add for example LES model and fine mesh near the wall. if the flow would be laminar than maybe results would be similar, and even this is not completely true (DNS) with small mesh size. So it depends what you do with the simulation, sometimes it might appear similar. And we have to realize that there is no steady state fluid system in real life we can only make it appear steady with time averaging RANS as ve usually don't need the details and want the solution fast. 

November 29, 2018, 18:24 

#20 
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Glenn Horrocks
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I don't agree with urosgrivc. If you have a converged steady state simulation and you start running it transient then nothing should happen. But you have to make sure the steady state and transient runs really are converged. If they are not converged then they will appear to continue to evolve.
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