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#1 |
New Member
Arkan
Join Date: Mar 2016
Posts: 7
Rep Power: 11 ![]() |
Hello To every One
Dear friends I am trying to study local scour around bridge pier and I have tried many differend boundary conditions but I can get logic results my question are 1- I want to set my inlet boundary condition as Inflow ,and I did that also I gave the height of fluid . 2- out let boundary condition pressure with the same height of fluid. 3- fluid region from covers the whole model also I set hydrostatic pressure . 4-i activated all parameters (like sediment scour ,renormalized viscosity, gravity z=-9.8, density 5- fluid density 1000 ,and (viscosity constant =0.001) . 6-i defined my sediment body as packed sediment but I don't have scour what is the problem can you please tell me??or at least if some has a model just send me your prepn file I will really appreciate it . one last question what is the unit of finish time is it second ?? |
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#2 |
New Member
maryam masoomi
Join Date: Jan 2016
Posts: 8
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finish times unit is second in SI. I think you should change your shields number its really important maybe you do not estimate it correctly because it was my problem and when I change that my problem was solved.
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#3 |
Senior Member
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We have recently partnered with Friendship Systems for geometry optimization and parametric studies using the software CAESES. For sediment scour modeling, parameters like Shield's Number can be determined using CAESES. Once you have the correct value of Shield's Number from CAESES optimization, you can use that value for your case study.
In fact, we used CAESES internally with a sediment scour problem and got excellent results. |
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#4 | |
New Member
Arkan
Join Date: Mar 2016
Posts: 7
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Quote:
1- what's you boundary conditions . 2- do you insert you whole model in the in calculation or you are using symmetry . 3-is defining the particles important or not what does particles are for in physics . and lastly if you send me your (prepin) it will be a very big favor for me . |
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#5 | |
New Member
Arkan
Join Date: Mar 2016
Posts: 7
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Quote:
Thank you very much I will try that and let you know about the results thanks again |
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#6 | |
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maryam masoomi
Join Date: Jan 2016
Posts: 8
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#7 | |
New Member
Arkan
Join Date: Mar 2016
Posts: 7
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Quote:
actually at the university we have a work station computer and they installed Flow-3D version 11.1 so if you send me your prepin file I can benefit from it really ,I know its not so common but I want to see all the parameter maybe I am having trouble is some where else and I can share my results with you . thanks again and Best Regards |
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#8 | |
New Member
maryam masoomi
Join Date: Jan 2016
Posts: 8
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Quote:
http://www.cfd-online.com/Forums/flo...ent-scour.html |
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#9 | |
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Arkan
Join Date: Mar 2016
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#10 | |
New Member
hewida
Join Date: Jul 2016
Posts: 10
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Quote:
can i ask you question i have two problems 1- sediment grain size is more than ** ** 10% of mesh cell size ** ** higher ratio of mesh cell size to ** ** grain size is recommended 2- if i use big time step value give me error how can i make simulation for 2 hours with small time step |
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#11 | |
New Member
hanif pourshahbaz
Join Date: Jun 2016
Posts: 27
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Quote:
![]() 1) first problem does not important at all But if you want to solve it, U can choose a bigger mesh in sediment part 2) in Tab general, define a little time! for example 10 seconds and after the simulation start to work, go to the Run time option and change it to whatever U want!! for example 10000 and then click to send to solver this make your problem easily solve Regards, Hanif ![]() |
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#12 |
New Member
hewida
Join Date: Jul 2016
Posts: 10
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Thanks a lot
I will try your advise Thanks for your help Can I ask you again about the time step I will change it or not for big time simulation |
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#13 | |
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Hossein
Join Date: Jun 2016
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#14 | |
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Hossein
Join Date: Jun 2016
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pardon me because of my notice, you can not change your time and set it on what ever you want. the time is very important and the right answer is mostly dependent on time because regardless of other part of the SCOUR problem, the equilibrium time plays an important role in local scour. so you should calculate your time with the equations which are related to the balance time |
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#15 | |
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hanif pourshahbaz
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#16 |
New Member
Salman Beg
Join Date: Jun 2017
Posts: 1
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Sir, i m doing research on bridge pier scour using fluent. And i m a beginner. So can u please provide me the steps for laying the sand in the channel and steps for meshing in the channel and around the pier. I shall be highly thankful. My email id is "salmanbeg1988@gmail.com". I m waiting for ur reply.
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#17 |
New Member
hewida
Join Date: Jul 2016
Posts: 10
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dear eng.
from my knowledge the fluent doesnt have sediment transport model |
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#18 | |
New Member
Ainal Hoque Gazi
Join Date: May 2018
Location: India
Posts: 27
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Quote:
Hi Sir I am doing the same work as yours but in openFoam, do you have any suggestion for me as a beginner in this field. I will be very much helpful for this . Thanks |
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#19 |
New Member
Saeid Okhravi
Join Date: Mar 2019
Location: Porto
Posts: 4
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Hi Everyone!
I want to use flow3d to simulate local bridge scour. My case study contains non-uniform sediments and I have understood that flow3d can get different sizes of material. Have you guys experienced with this specific subject? Your kind help and advice are most appreciated. |
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Tags |
bridge pier, scour, sediment scour |
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