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3D decanter in ANSYS using the Euler-Lagrange approach

    • ayoub elou
      Subscriber

      I want to simulate the flow of sediment-laden water in a lamella decanter using the Euler-Lagrange approach, but I don't know how to enable this approach in ANSYS Fluent. can'you help me and thanks

    • ayoub elou
      Subscriber

      Can I activate it from : models --multiphase-----eulerien and actived the dense discret phase 

      or i active dense discret phase withowt actived the multiphase ?

       

    • Rob
      Ansys Employee

      DDPM may not be entirely suitable. I suspect Eulerian-granular is going to work best for sedimentation. If you're looking at separation DPM may work well. It depends on what you're trying to find out from the model. You also need to understand what each model does: in multiphase we often choose the model based on the desired results: ie what we want to show/know from the simulation. 

    • ayoub elou
      Subscriber

      thank you Dr Rob 

      In my simulation, I want to show where the particles settle in the basin and also the flow velocities in the sedimentation basin to address the issue of sludge resuspension. i m used the discret phase model DPM zhitout actived the eulerien in lultiphase model it's good or not  for this simulation ?n

       

       

    • ayoub elou
      Subscriber

      this the steps of my simulation 

      1)in the general step ; i'm used transiet time + garvity + prssure-velocity 

      2) model: i on the discret phase(create injection) + k-epsilon RNG 

      materiel: water-liquide continuos phase+ particule 

      cell zone condition: water

      and bondery condition 

      initailisation 

      run calculation 

       

    • Rob
      Ansys Employee

      Messy, given sludge is only just about multiphase. Eulerian or mixture is one option, possibly the best one without getting too complicated. 

    • ayoub elou
      Subscriber

      can you help me to get the step of this simulation in ansys?n 

    • Rob
      Ansys Employee

      Turn on Fluent, click on Help, read the documentation on the multiphase models. Then do the multiphase tutorials, also in Help. Check AIS (Learning on here) for materials. Come back with specific questions about anything you're not sure about. 

    • ayoub elou
      Subscriber

      i read the help in ansys , l have 2 questions :

      1) can i use the discret phase modele or the eulerien model and actived the discret phase? 

      2) how i can initialise the bassin is empty at t=0

       

    • ayoub elou
      Subscriber

    • Rob
      Ansys Employee

      Yes. But note the limitiations/requirements of each approach. 

      Define "empty". Empty of water, particles or both? 

    • ayoub elou
      Subscriber

      empty for 2 phases 

       

       

       

    • ayoub elou
      Subscriber

    • ayoub elou
      Subscriber

      this image is the contor of velocity after 10s.

      i don't know if the basin is filled with water before starting the calculation? How can we determine the initial state of the basin before starting the calculation?.

    • ayoub elou
      Subscriber

    • ayoub elou
      Subscriber

    • Rob
      Ansys Employee

      If you're running with an empty domain you'll need another phase, ie air.  

    • ayoub elou
      Subscriber

      Indeed, the calculations will be quite complex with three phases (water+air+particles). Therefore, I would like to initialize the sedimentation tank as being filled with water at t=0. However, I am uncertain about the method to achieve this. How can I accomplish this initialization?n

    • Rob
      Ansys Employee

      You need to specify the initial conditions, do not just rely on Hybrid. It'll be covered in the multiphase tutorials available in Help. 

    • ayoub elou
      Subscriber

      But when I work solely with the discrete phase model, in the standard initialization, it doesn't provide me with the option to input the volume fraction; it only includes velocity, pressure, and turbulence parameters.n

    • Rob
      Ansys Employee

      Yes, that's correct. Are you now working with DPM or Eulerian? 

    • ayoub elou
      Subscriber

      i worke whit DPM model 

    • Rob
      Ansys Employee

      In that case why wouldn't the volume be full of water? Did you read up on the DPM model assumptions? 

       

    • ayoub elou
      Subscriber

      Yes, of course, I have seen all the assumptions and mathematical equations of this model. My question is, how can I determine that my settling tank is filled with water at t=0?n

       

    • ayoub elou
      Subscriber

      this all step for my injection  and materiel

    • Rob
      Ansys Employee

      Have you done any of the tutorials? Why wouldn't it be full of water?

    • ayoub elou
      Subscriber

      The problem is that when I define water in the material part, there is air present by default. And at the boundary conditions, it doesn't provide me with the option to input the velocity of water; it only allows for the velocity of the mixture phase.

    • ayoub elou
      Subscriber

      in cell zone donditions; i chose water it's CORRECT???n

    • Rob
      Ansys Employee

      Yes, correct. It's then a good idea to delete all unused materials to prevent their accidental use elsewhere in the model. 

    • ayoub elou
      Subscriber

      Yes, you're right. But when I try to delete the air material, it tells me that it's not possible to delete this material.

    • Rob
      Ansys Employee

      So, you need to find those zones and work out why they think they're air. Have you got overlapping mesh? The mid section in the above image looks odd. 

    • ayoub elou
      Subscriber

      You're right, I believe there is overlapping mesh because I have baffles inside my settler. I want to verify this.

    • Rob
      Ansys Employee

      That'll not help with the model. 

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