Excellent explanation. The only good video on open channel flow which explains everything. Much appreciated
@absarahmedkhan21095 жыл бұрын
Thank you for sharing your knowledge of Ansys. You have a wonderful channel. I have always appreciated how Indians share knowledge over KZbin. That is the most beautiful part. Keep it up :) From Pakistan.
@TanmayAgrawal75 жыл бұрын
Thank you so much for watching the video and your generous comment. Regardless of nationality, I believe everyone should share their knowledge :)
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@sukhjindersinghghunder75693 ай бұрын
Sir, I have question, what about gravity when our channel bottom surface is inclined . At that time the gravity will act vertically, while it should act as perpendicular to the surface
@benedicta82376 ай бұрын
Hello sir, thank you kindly for the teaching. I'm wondering, how can I extract information of wave height at particular distance from the simulation? Thank you in advance
@Anilkumar-fv9zyКүн бұрын
how to find flow depth after simulation has done?
@mahdiahadiyan71232 жыл бұрын
Thank you for your great tutorial. I do all of the instructions like you and get a great result of volume fraction of water and saw the waves in the domain. But the contour of velocity is not great. The velocity at the outlet is very large at air/water interface and at the bottom of the boundary, there is a negative velocity. Negative velocity at the free surface and at the bottom of the domain is acceptable due to the wave and its effect. But the velocities at the outlet boundary are wrong before the wave or its effect arrives at the outlet. I use none wave to test the effect of the other parameters but the velocity is incorrect as well. I use the timeStep as 0.01 as you said in the video and I set the max iteration as 100 per time step but in some time steps, the continuity residual doesn't converge under the 1e-3. What should I do? I want to simulate an oil leakage from a pipe in a 2d scheme but there is a negative velocity like this problem. I think that If you run your problem for more time steps(e.g. 10000 time steps), the result may be incorrect.
@maysamir81063 жыл бұрын
Very helpfull thank you
@abhishekbihari1772 жыл бұрын
Thanks for the tutorial sir...Can you please suggest....what conditions should i give to make a body float on the ocean?? e.g. a boat floating due to ocean currents
@mapo6014 жыл бұрын
Excellent, thank you !!
@guanguan7658 Жыл бұрын
Thanks for this tutorial, sir. I was wondering how could you initialize the conditions for a velocity inlet? Based on the Ansys Fluent Guide, only mass flow inlet and pressure inlet could have this initialization. I also have a velocity inlet and during initialization, Fluent came up with an error that a velocity inlet is invalid.
@TsewangStanzin_sicv Жыл бұрын
Sir we are doing project on, wave attenuation due to submerged breakwater using ansys fluent...we just have to put one structure in between this channel...so our main aim is to reduce the wave height and wave velocity...so to calculate this height and velocity of wave, some probe has to put..how to put this probe sir... please help
@narendrakumarpatel69104 жыл бұрын
If we include bed slope then free water surface level would be different than 0.2 at different locations. How we can consider that? I didn't get what is driving force in this problem if slope is not considered?
@sachusss4959 ай бұрын
sir can you please add design of rectangular tank and which solution method is using. while I running it the reversible flow comming and #f error is comming. can you please give suggestions for clear these errors
@Anurag-sq4yc4 жыл бұрын
Sir can you make tutorial for 3d open channel
@junaidaminhrp5 жыл бұрын
thank u sir @Tanmay Agrawal for this awesome tutorial ..i hope this tutorial will help to solve my final year project .. sir i have a question ..how can i vary water level in open channel and find different flowrate values against it ?
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@kushbudhathoki44204 жыл бұрын
Dear Sir, Please provide me suggestions. I am doing study focusing on pressure and velocity variation in u/s and d/s of a weir across river using 2D fluent model. The weir is 14.6 m length from u/s to d/s and 9.0 m height. I have taken domain size of total length 414.6 m (300 m u/s, 14.6 m weir and 100 m d/s). The height of domain is 40 m. For boundary conditions, inlet is assigned as velocity inlet, outlet as pressure outlet and free surface as pressure outlet. I assigned water as primary phase and air as secondary. The depth of water at inlet is 11.5 m. Is same depth should assign at outlet? Moreover, I could not refine my mesh than element size less 0.4 m. Reverse flow occurring in many cells during solution. Also I have confusions with time steps and time step size.
@repackgames8464 Жыл бұрын
I am not able to create a chart of surface elevation vs time in post processing after putting a proble in the domain
@repackgames8464 Жыл бұрын
Plese help.us out here
@mesuttekgoz70763 жыл бұрын
How to proceed to the 6DOF object, with this set-up, thank you
@rama06253 жыл бұрын
@Tanmay Agarwal, could you please make a tutorial on buoyant jet in a stratified environment. Thanks in advance.
@TanmayAgrawal73 жыл бұрын
Hi! I'll try to find some time and suitable example. Are you a student of Prof. Balasubramanian?
@rama06253 жыл бұрын
@@TanmayAgrawal7 I have replied you in your email id tanmayagrawal7@gmail.com
@ogremighty88954 жыл бұрын
how can vertical excitation of the tank be made in fluent, please?
@tamsdienye43605 жыл бұрын
What is the value for ''monitor check convergence absolute criteria'' that is Residual Monitor.Also what is the solution methods and spatial discretization you used
@TanmayAgrawal75 жыл бұрын
Everything if I remember correctly is set to default
@SailajaPoudel20242 жыл бұрын
hi, can I use pressure inlet as inlet BC and outflow as outlet BC ? Can You explain in which cases I can use pressure inlet and Outflow boundary condition. Thanks in Advance.
@TanmayAgrawal72 жыл бұрын
From what I remember, outflow shouldn't be used when using pressure inlet as inlet BC
@katungumunyaradzi22543 жыл бұрын
How do you simulated a hydraulic flume with a roughened bed
@markkeating35222 жыл бұрын
Use a code dedicated to 3D hydraulics modeling
@shindiregitasyali92484 жыл бұрын
This is an excellent tutorial. However, I have a problem with volume water friction, it won't show the right contour. Can you help me? Thank you
@TanmayAgrawal74 жыл бұрын
Can you please email me with more details? tanmayagrawal7@gmail.com
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@tamsdienye43605 жыл бұрын
Thanks for this wonderful simulation. I want to simulate a slug flow in a 2D pipe. Do I consider it as closed channel or open channel. Can your simulation help me achieve a slug flow regime, where the wave will get to the top of the 2D pipe. Please help direct me
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@lakshithranasinghe5 жыл бұрын
Hi Tanmay, Thanks for the video, its content is invaluable. Im currently working on a simulation which involves the flow of a river with a mesh blocking the whole river. Im having some trouble with the the setup section. The water is only flowing at 0.23m/s and I wish to model it without any waves as theres very little in reality on a calm day, so when selecting multiphase flow do I still choose the 'open channel wave BC' condition as well? Or do I tick both options and for the inlet wave multiphase boundary conditions choose none as the 'Wave BC Options' (instead of something like gravity waves). Also, do all multiphase simulations have to be transient, can it not be steadystate as in my case there is very little variation with time. Thank you :)
@TanmayAgrawal75 жыл бұрын
Hi, Sorry for the delayed reply. As far as I know, open channel wave BC is used to define the kind of waves in the setup and you can use the same tool to initiate very small waves. It should still be alright with the physics of your problem. Mostly problems are transient because of the interaction between different phases but some problems could achieve steady state, no doubt about that.
@lakshithranasinghe5 жыл бұрын
@@TanmayAgrawal7 thank you for your reply :)
@markkeating35222 жыл бұрын
I would try and use a code that is dedicated to hydraulic flows as these give all the correct options (eg for hydrograph inputs) for setting up such cases
@subhampal11563 жыл бұрын
Sir I really appreciate the tutorial . I tried following the exact same procedure but while running calculations I keep getting oscillating residuals graph even after 1 hour (25000 iterations) . I also tried changing the geometry to smaller dimensions but still the same problem. Could you please help me with this ?
@TanmayAgrawal73 жыл бұрын
Did you check the solution? In unsteady cases, that might happen based on my experience.
@subhampal11563 жыл бұрын
@@TanmayAgrawal7 sir the solution was awesome . Sorry sir , initially did not check the solution . Later I too understood that since its unsteady flow, residuals will fluctuate . Thanku again sir
@arhantika87833 жыл бұрын
Which model should i use if i have a single fluid in a closed channel. Lubricant inside a journal bearing, to be specific.
@TanmayAgrawal73 жыл бұрын
If it is not a multiphase flow, you can go without it (sorry for the delayed response)
@arhantika87833 жыл бұрын
@@TanmayAgrawal7 but i want to model a nanofluid actually. Nanoparticles of al2o3 in water. And use that as lubricant for bearing. Can i use multiphase mixture for that? Or should i use something else?
@TanmayAgrawal73 жыл бұрын
@@arhantika8783 Perhaps Eulerian model would make sense, but not 100% sure.
@arhantika87833 жыл бұрын
@@TanmayAgrawal7 okay thank you. Do you know how to change the volume fraction of nanoparticles in the model?
@TanmayAgrawal73 жыл бұрын
@@arhantika8783 You can do so when you initialize the flow field.
@tamsdienye43605 жыл бұрын
Hi, please how do I produce this wavy flow simulation for a closed channel with air and water. Also, a stratified and slug flow. thanks
@TanmayAgrawal75 жыл бұрын
For a closed channel, the top surface has to be given as wall. You can not use the open channel wave BC then and have to manually assign the flow velocities as a function.
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@kaushalbaghel6035 жыл бұрын
i have designed a triangular labyrinth weir in an open channel in a 3d geometry. For open channel, i have used enclosure tool around weir. i am unable to simulate the flow as i dont have much knowledge about setup part. please help
@TanmayAgrawal75 жыл бұрын
Can you please email me with a little more details? tanmayagrawal7@gmail.com
@kaushalbaghel6035 жыл бұрын
@@TanmayAgrawal7 i have emailed you the details. please look and reply asap...... thanks in advance
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@mdejoss13114 жыл бұрын
Sir how actualy coordinat on free surface work?, Exmple i have slope channel with 0.02m high upstream and 0 m on downstream (outlet), how to set free surface in the inlet and outlet , tank you
@TanmayAgrawal74 жыл бұрын
Define it as free shear in that case, hopefully it should work. Define them as walls and prescribe zero shear on it.
@mdejoss13114 жыл бұрын
@@TanmayAgrawal7 yes but, in tutorial, i see you use FREE SURFACE LEVEL in inlet and outlet to set how high water gona be,(ex. 0 m level free surface in bottom and 0.2 m level free surface on top , this measure must be use coordinat system on object chanal right? But its use local or global coordinat by default ? ).and basicly you have 0.2m high water constant from inlet to outlet right?, But imagine if your open canal is slope, did i just need set high water using free surface level on inlet only or anyting else, my problem is water level on inlet basicly
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@vishnuraja.d62964 жыл бұрын
Thanks for the video... I was trying to simulate wave over a cylinder..but the velocity field is bit lower than the experiment data...when checking case fluent shows "review boundary conditions at inlet velocity.default values detected".could anyone help me out of this??
@TanmayAgrawal74 жыл бұрын
Did you use the right wave BC?
@vishnuraja.d62964 жыл бұрын
@@TanmayAgrawal7 yes..I have checked
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@vishnuraja.d62964 жыл бұрын
@@engineeringsimulationstudi1404 thanks for the comment.
@sikandaryosufzai27904 жыл бұрын
Thank you sir for the useful tutorial. sir i have a problem iam doing my masters and i have to run 3d model. my project is on energy dissipation downstream of a piano key weir . always i run the model it give me floating error. can you help me please sir. Respect sikandar from Afghanistan. Mtech in (IIT roorkee)
@engineeringsimulationstudi14044 жыл бұрын
kzbin.info/www/bejne/aGqzlYNuZpmroa8
@sabindangol27794 жыл бұрын
How can we input discharge in inlet rather than velocity?
@TanmayAgrawal74 жыл бұрын
I can't remember on the top of head but there is a mass flow inlet boundary condition. Use that instead of velocity inlet and you should be good to go.
@markkeating35222 жыл бұрын
If you have hydrograph data this is a standard input format in (other) 3D hydraulics CFD tools
@masxertuip4 жыл бұрын
How long does it take to get the convergence?
@TanmayAgrawal74 жыл бұрын
Shouldn't take too long, depends on the computing power for your hardware. For me, maybe 10-20 minutes, can't remember for sure.
@bushettyshivakumar73413 жыл бұрын
sir iam working on a submarine projectt and i want to make the drowning simulations , can you help me with the procedure and the dynamic mesh selection
@TanmayAgrawal72 жыл бұрын
Sorry, I am not well versed with that.
@ShivaKumar-ff5px2 жыл бұрын
@@TanmayAgrawal7 thankyou
@markkeating35222 жыл бұрын
Using a code dedicated to hydraulics, you need not create a body fitted mesh or use dynamic meshing as geometries will glide across the mesh
@bushettyshivakumar73412 жыл бұрын
@@markkeating3522 what type of code sir , can you give me some references please
@markkeating35222 жыл бұрын
@@bushettyshivakumar7341 FLOW-3D HYDRO
@markkeating35222 жыл бұрын
Solving for the gas phase in this simulation is such an unnecessary expense of resource. Just solve for the liquid phase as a one fluid VOF and treat the gas as a fixed pressure.
@geetasharma12063 жыл бұрын
How can I add a sand bed at the bottom of this section and how do assign sand properties like the mean particle size of 0.85 mm.
@TanmayAgrawal73 жыл бұрын
I believe you can use the patch function to do that. Not sure about particle size, perhaps check out the "granular" tab in multiphase section.