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Air inlet boundary condition for free surface in open channels |
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February 15, 2017, 06:21 |
Air inlet boundary condition for free surface in open channels
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#1 |
New Member
mohammad.ramezani
Join Date: Dec 2015
Posts: 12
Rep Power: 10 |
hi
I want to know that for the Air inlet boundary condition, above the water surface, which of the followings must be determine? 1. A velocity similar to the water velocity? 2. The real air velocity above the water surface? 3. A portion of the water velocity at water inlet?(for example 1/100) 4. A linear velocity profile that at water surface has a velocity equal with water and reaches to zero at higher levels? 5. Or there is no need to define an air inlet, and choosing homogeneous model is sufficient for simulation? Thanks a lot |
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February 15, 2017, 17:58 |
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#2 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,870
Rep Power: 144 |
Please post an image of what you are trying to do showing the flows you want to model and the boundary conditions you intend to use.
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February 17, 2017, 09:11 |
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#3 |
New Member
mohammad.ramezani
Join Date: Dec 2015
Posts: 12
Rep Power: 10 |
this is a siphon spillway,in which, in the upstream the reservoir level rises by increasing the discharge.
at the upstream: 1)water inlet height= 0<h<0.35m 2)a wall=0.35<h<0.39 3)air inlet height=0.39<h<0.45m (water height of the reservoir would not increase than 0.39m) the down stream is 0.25m drown and the outlet is opening Thanks a lot for your reply |
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February 19, 2017, 18:54 |
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#4 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
Posts: 17,870
Rep Power: 144 |
Your questions are in the reverse order to what you should consider them.
First: Homogenoeus or inhomogeneous is chosen depending on whether the free surface is distinct and clear or whether bubbles, foam or other features you do not intend to directly model are present. Once you have made that choice you need to look at the boundary conditions. |
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