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June 3, 2013, 08:29 |
Jet Deflection
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#21 |
New Member
Amod Panthee
Join Date: Apr 2013
Location: Nepal
Posts: 18
Rep Power: 13 |
I still have the problem with jet deflection. Earlier the jet was deflected in negative direction due to error in assigning the volume fraction of air and water during initialization. But, now the jet is deflected slightly in positive direction of rotation. Initially the jet is not fully developed, therefore, it deflects much (attached picture). But at 3 timesteps which includes timestep 19 to 21, the jet travels in straight path (attached picture). From timestep 22 to the end of simulation the shows small deflection in its flow direction (attached picture). What might be the reason for this?
Does this happen due to improper mesh quality? I have not worked much on meshing in this simulation. And defined maximum possible finer mesh possible without any manual modifications at specific locations. Thanks in advance! |
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June 3, 2013, 08:34 |
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#22 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,852
Rep Power: 144 |
This effect might be real - have a search for the Coanda effect.
But if you are convinced this is wrong then firstly read the FAQ: http://www.cfd-online.com/Wiki/Ansys..._inaccurate.3F If you want us to help you more you will need to show some views in the other plane, your CCL and other details so we can understand what you are doing. |
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June 5, 2013, 06:19 |
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#23 |
New Member
Hannes
Join Date: Oct 2011
Posts: 19
Rep Power: 15 |
Can you show a plot of isosurface of water.volumefraction? I think it will show a reasonable result...
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June 5, 2013, 07:13 |
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#24 | |
Senior Member
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Quote:
where you have finer mesh? is there any sudden change in cell volume? You can always make the manual modification in mesh and it is good idea to follow the general (best practices) for meshing of turbomachinery!!! specially at the interface. |
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March 28, 2017, 14:40 |
please help me solve this problems
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#25 |
New Member
Pakpoom
Join Date: Oct 2016
Posts: 3
Rep Power: 10 |
Hello, all
I try to solve this problems for several times. I have no ideas what happens going on. and this is conditions that set for this problem. &replace FLOW: Flow Analysis 1 ANALYSIS TYPE: Option = Steady State EXTERNAL SOLVER COUPLING: Option = None END END DOMAIN INTERFACE: s1 to r1 Boundary List1 = s1 to r1 Side 1 Boundary List2 = s1 to r1 Side 2 Filter Domain List1 = s1 Filter Domain List2 = r1 Interface Region List1 = s1 interface part 2,s1 interface part1 Interface Region List2 = r1 interface Interface Type = Fluid Fluid INTERFACE MODELS: Option = General Connection FRAME CHANGE: Option = Frozen Rotor END MASS AND MOMENTUM: Option = Conservative Interface Flux MOMENTUM INTERFACE MODEL: Option = None END END PITCH CHANGE: Option = Value Pitch Ratio = 1 END END MESH CONNECTION: Option = GGI END END DOMAIN: r1 Coord Frame = Coord 0 Domain Type = Fluid Location = B6299 BOUNDARY: r1 opening Boundary Type = OPENING Frame Type = Rotating Interface Boundary = Off Location = r1 opening BOUNDARY CONDITIONS: FLOW DIRECTION: Option = Normal to Boundary Condition END FLOW REGIME: Option = Subsonic END MASS AND MOMENTUM: Option = Opening Pressure and Direction Relative Pressure = 0 [Pa] END TURBULENCE: Option = Medium Intensity and Eddy Viscosity Ratio END END FLUID: air BOUNDARY CONDITIONS: VOLUME FRACTION: Option = Value Volume Fraction = 0.4 END END END FLUID: water BOUNDARY CONDITIONS: VOLUME FRACTION: Option = Value Volume Fraction = 0.6 END END END END BOUNDARY: r1 symmetry Boundary Type = SYMMETRY Interface Boundary = Off Location = r1 symmetry END BOUNDARY: r1 wall Boundary Type = WALL Create Other Side = Off Frame Type = Rotating Interface Boundary = Off Location = r1 wall BOUNDARY CONDITIONS: MASS AND MOMENTUM: Option = No Slip Wall END WALL ROUGHNESS: Option = Smooth Wall END END FLUID PAIR: air | water BOUNDARY CONDITIONS: WALL ADHESION: Option = None END END END END BOUNDARY: s1 to r1 Side 2 Boundary Type = INTERFACE Interface Boundary = On Location = r1 interface BOUNDARY CONDITIONS: MASS AND MOMENTUM: Option = Conservative Interface Flux END TURBULENCE: Option = Conservative Interface Flux END END END DOMAIN MODELS: BUOYANCY MODEL: Option = Non Buoyant END DOMAIN MOTION: Angular Velocity = 912 [rev min^-1] Option = Rotating AXIS DEFINITION: Option = Coordinate Axis Rotation Axis = Coord 0.1 END END MESH DEFORMATION: Option = None END REFERENCE PRESSURE: Reference Pressure = 1 [atm] END END FLUID DEFINITION: air Material = Air at 25 C Option = Material Library MORPHOLOGY: Option = Continuous Fluid END END FLUID DEFINITION: water Material = Water Option = Material Library MORPHOLOGY: Option = Continuous Fluid END END FLUID MODELS: COMBUSTION MODEL: Option = None END HEAT TRANSFER MODEL: Homogeneous Model = True Option = None END THERMAL RADIATION MODEL: Option = None END TURBULENCE MODEL: Option = SST END TURBULENT WALL FUNCTIONS: Option = Automatic END END FLUID PAIR: air | water Surface Tension Coefficient = 72 [N m^-1] INTERPHASE TRANSFER MODEL: Interface Length Scale = 1.2 [mm] Option = Mixture Model END MASS TRANSFER: Option = None END SURFACE TENSION MODEL: Option = Continuum Surface Force Primary Fluid = water END END MULTIPHASE MODELS: Homogeneous Model = On FREE SURFACE MODEL: Option = Standard END END END DOMAIN: s1 Coord Frame = Coord 0 Domain Type = Fluid Location = B6493,B6542 BOUNDARY: s1 free surface Boundary Type = WALL Create Other Side = Off Interface Boundary = Off Location = s1 free surface part1,s1 free surface part2 BOUNDARY CONDITIONS: MASS AND MOMENTUM: Option = Free Slip Wall END END FLUID PAIR: air | water BOUNDARY CONDITIONS: WALL ADHESION: Option = None END END END END BOUNDARY: s1 nozzle Boundary Type = WALL Create Other Side = Off Interface Boundary = Off Location = s1 nozzle BOUNDARY CONDITIONS: MASS AND MOMENTUM: Option = No Slip Wall END WALL ROUGHNESS: Option = Smooth Wall END END FLUID PAIR: air | water BOUNDARY CONDITIONS: WALL ADHESION: Option = None END END END END BOUNDARY: s1 opening Boundary Type = OPENING Interface Boundary = Off Location = s1 opening BOUNDARY CONDITIONS: FLOW DIRECTION: Option = Normal to Boundary Condition END FLOW REGIME: Option = Subsonic END MASS AND MOMENTUM: Option = Opening Pressure and Direction Relative Pressure = 0 [atm] END TURBULENCE: Option = Medium Intensity and Eddy Viscosity Ratio END END FLUID: air BOUNDARY CONDITIONS: VOLUME FRACTION: Option = Value Volume Fraction = 0.4 END END END FLUID: water BOUNDARY CONDITIONS: VOLUME FRACTION: Option = Value Volume Fraction = 0.6 END END END END BOUNDARY: s1 symmetry Boundary Type = SYMMETRY Location = s1 symmetry part1,s1 symmetry part 2 END BOUNDARY: s1 to r1 Side 1 Boundary Type = INTERFACE Interface Boundary = On Location = s1 interface part 2,s1 interface part1 BOUNDARY CONDITIONS: MASS AND MOMENTUM: Option = Conservative Interface Flux END TURBULENCE: Option = Conservative Interface Flux END END END BOUNDARY: s1 water in Boundary Type = INLET Location = s1 water in BOUNDARY CONDITIONS: FLOW DIRECTION: Option = Normal to Boundary Condition END FLOW REGIME: Option = Subsonic END MASS AND MOMENTUM: Mass Flow Rate = mass flow rate Option = Bulk Mass Flow Rate END TURBULENCE: Option = Medium Intensity and Eddy Viscosity Ratio END END FLUID: air BOUNDARY CONDITIONS: VOLUME FRACTION: Option = Value Volume Fraction = 0 END END END FLUID: water BOUNDARY CONDITIONS: VOLUME FRACTION: Option = Value Volume Fraction = 1 END END END END DOMAIN MODELS: BUOYANCY MODEL: Option = Non Buoyant END DOMAIN MOTION: Option = Stationary END MESH DEFORMATION: Option = None END REFERENCE PRESSURE: Reference Pressure = 1 [atm] END END FLUID DEFINITION: air Material = Air at 25 C Option = Material Library MORPHOLOGY: Option = Continuous Fluid END END FLUID DEFINITION: water Material = Water Option = Material Library MORPHOLOGY: Option = Continuous Fluid END END FLUID MODELS: COMBUSTION MODEL: Option = None END HEAT TRANSFER MODEL: Homogeneous Model = True Option = None END THERMAL RADIATION MODEL: Option = None END TURBULENCE MODEL: Option = SST END TURBULENT WALL FUNCTIONS: Option = Automatic END END FLUID PAIR: air | water Surface Tension Coefficient = 72 [N m^-1] INTERPHASE TRANSFER MODEL: Interface Length Scale = 1.2 [mm] Option = Mixture Model END MASS TRANSFER: Option = None END SURFACE TENSION MODEL: Option = Continuum Surface Force Primary Fluid = water END END MULTIPHASE MODELS: Homogeneous Model = On FREE SURFACE MODEL: Option = Standard END END END EXPERT PARAMETERS: topology estimate factor zif = 2 END OUTPUT CONTROL: RESULTS: File Compression Level = Default Option = Standard END END SOLUTION UNITS: Angle Units = [rad] Length Units = [m] Mass Units = [kg] Solid Angle Units = [sr] Temperature Units = [K] Time Units = [s] END SOLVER CONTROL: Turbulence Numerics = First Order ADVECTION SCHEME: Option = Upwind END CONVERGENCE CONTROL: Length Scale Option = Conservative Maximum Number of Iterations = 1000 Minimum Number of Iterations = 1 Timescale Control = Auto Timescale Timescale Factor = 1.0 END CONVERGENCE CRITERIA: Residual Target = 0.0001 Residual Type = RMS END DYNAMIC MODEL CONTROL: Global Dynamic Model Control = On END END END ************ And this is expresion LIBRARY: CEL: &replace EXPRESSIONS: mass flow rate = 997 [kg m^-3]*volume flow rate theta component = 0.192066883 [m] volume flow rate = 2 [m^3 s^-1] END END END Can you guys tell me what happens and how to solve this problems. Thanks you all https://www.dropbox.com/s/64nrjhdpdvo4bxs/1.PNG?dl=0 https://www.dropbox.com/s/46c3e19y6y68sp8/2.PNG?dl=0 |
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March 28, 2017, 20:35 |
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#26 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,852
Rep Power: 144 |
What is the problem?
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March 29, 2017, 03:44 |
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#27 |
New Member
Pakpoom
Join Date: Oct 2016
Posts: 3
Rep Power: 10 |
The problem is water cant run into rotating domain or cant touch the bucket because in rotating domain has high angular velocity so this water was blown up following this picture
https://www.dropbox.com/s/64nrjhdpdvo4bxs/1.PNG?dl=0 An angular velocity was calculated by equation n=(1-1.15*nq)(C_0/(Pi*Dm)) nq is specific speed = 0.116 C_0 is root(2gH) = 121 m/s Dm = 2.2 m so the angular velocity is about 912 rpm. but from simulation C_0 is less than 121 m/s then angular velocity not 912 rpm. I understand this is the cause of water was blown up, isn't it? what should I do for this problems. (for make water crash into bucket) thanks you |
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March 29, 2017, 06:27 |
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#28 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,852
Rep Power: 144 |
First of all - how were we possibly meant to answer your first question? You did not even ask a question in it! Please have a think about your post in future before you submit it.
As for your actual question - Are you sure you have the rotation in the correct direction? Also, I have no idea where that equation of speed came from, so if your results are weird then than is the first thing to check. |
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March 30, 2017, 14:09 |
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#29 | |
New Member
Pakpoom
Join Date: Oct 2016
Posts: 3
Rep Power: 10 |
Quote:
For the direction I try to change direction in CCW so this is the result. the water was blown down like this. (maybe because of high angular velocity) https://www.dropbox.com/s/2h2wzug7mq84nbo/4.PNG?dl=0 and look at the waterline,The velocity was increased from green-line to red-line so I think it gonna be weird. https://www.dropbox.com/s/xnxb34ncn81spte/3.PNG?dl=0 I take velocity equations from Pelton turbines Book by Zhengji Zhang.I'm quite sure it's can be use. let's me explain you what I'm doing. I design the pelton turbines with head 750m. and flow rate 8 m3. with the dimensions by Zhengji Zhang's book. To study the waterline and find Torque by using CFD method. but in simulation period the result is not correct so I think something wrong with my calculation and designing. Thanks for your suggestion and apologize for my mistake in the past and my grammar. |
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March 30, 2017, 19:31 |
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#30 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,852
Rep Power: 144 |
You should not guess what the rotation direction is. You should know what the rotation direction is an make sure it is correctly set.
But your problem looks more fundamental than just rotation direction. Can you post an image of the water volume fraction? |
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April 19, 2018, 15:16 |
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#31 |
New Member
Adarsh
Join Date: Apr 2018
Posts: 1
Rep Power: 0 |
Can i get full length paper of peltonturbine full cfd from begining with instruction ? I need it urgently for my acadmic project work please ...
amodpanthi@ku.edu.np |
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April 19, 2018, 19:02 |
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#32 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,852
Rep Power: 144 |
Have a look at the tutorials available on the ANSYS Customer webpage. I don't think they have a pelton wheel however. ANSYS Support might have a pelton wheel example, contact them.
__________________
Note: I do not answer CFD questions by PM. CFD questions should be posted on the forum. |
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Tags |
cfd, pelton turbine, tangential flow turbines |
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