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{{Main|Boundary conditions in fluid dynamics}}
[[File:Fig 1 Formation of grid in cfd.JPG|thumb|Fig 1 Formation of grid in cfd]]Almost every [[computational fluid dynamics]] problem is defined under the limits of initial and boundary conditions.
▲'''Most common boundary conditions used in [[computational fluid dynamics]] are'''
*Intake conditions
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*Physical boundary conditions
*Cyclic conditions
*
*
==Intake boundary conditions==
[[File:Fig.4 pressure correction cell at intake boundary.JPG|thumb|Fig.4 pressure correction cell at intake boundary]]▼
*For the first u, v, φ-cell all links to neighboring nodes are active, so there is no need of any modifications to discretion equations.
*At one of the inlet node absolute pressure is fixed and made pressure correction to zero at that node.
*Generally [[computational fluid dynamics]] codes estimate k and ε with approximate formulate based on turbulent intensity between 1 and 6% and length scale
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| [[File:Fig.2 u-velocity cell at intake boundary.JPG|thumb|Fig.2 u-velocity cell at intake boundary|alt=|none]] || [[File:Fig.3 v-velocity cell at intake boundary.JPG|thumb|Fig.3 v-velocity cell at intake boundary|alt=|none]] || [[File:Fig.4 pressure correction cell at intake boundary.JPG|thumb|Fig.4 pressure correction cell at intake boundary|alt=|none]] || [[File:Fig. 5 scalar cell at intake boundary.JPG|thumb|Fig. 5 scalar cell at intake boundary|alt=|none]]
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==Symmetry boundary condition==
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Consider situation solid wall parallel to the x-direction:
'''Assumptions made and relations considered'''-
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*No slip condition: u = v = 0.
*In this we are applying the “wall functions” instead of the mesh points.
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| [[File:Fig.6 u-velocity cell at a physical boundary.JPG|left|thumb|Fig.6 u-velocity cell at a physical boundary]] || [[File:Fig.7 v-cell at physical boundary j=3.JPG|center|thumb|Fig.7 v-cell at physical boundary j=3]] || [[File:Fig.8 v-cell at physical boundary j=NJ.JPG|thumb|Fig.8 v-cell at physical boundary j=NJ]] ||
▲[[File:Fig.
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'''[[Turbulent flow]]''':
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<math> y^+ > 11.63\,</math>.
in the log-law region of a turbulent [[boundary layer]].
'''[[Laminar flow]]''' :
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==Pressure boundary condition==
[[File:Fig.10 p’-cell at an intake boundary.JPG|left|thumb|Fig.10 p’-cell at an intake boundary]]▼
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▲| [[File:Fig.10 p’-cell at an intake boundary.JPG|left|thumb|Fig.10 p’-cell at an intake boundary]] || [[File:Fig. 11 p’-cell at an exit boundary.JPG|thumb|Fig. 11 p’-cell at an exit boundary]]
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These conditions are used when we don’t know the exact details of flow distribution but boundary values of pressure are known
For example: external flows around objects, internal flows with multiple outlets, [[buoyancy]]-driven flows, [[free surface]] flows, etc.
*The pressure corrections are taken zero at the nodes.
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==Exit boundary conditions==
Considering the case of an outlet perpendicular to the x-direction -
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| [[File:Fig.12 A control volume at an exit boundary.JPG|left|thumb|Fig.12 A control volume at an exit boundary]] || [[File:Fig. 13 v-control volume at an exit boundary.JPG|center|thumb|Fig. 13 v-control volume at an exit boundary]] || [[File:Fig. 14 pressure correction cell at an exit boundary.JPG|thumb|Fig. 14 pressure correction cell at an exit boundary]] || [[File:Fig.15 scalar cell at an exit boundary.JPG|left|thumb|Fig.15 scalar cell at an exit boundary]]
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In fully developed flow no changes occurs in flow direction, gradient of all variables except pressure are zero in flow direction
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[[Category:Computational fluid dynamics]]
[[Category:Boundary conditions|computational fluid dynamics in]]
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