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Flemish bond is a decorative form of brickwork pattern, as distinct from functional bonds such as English bond. [2] Bricks known as stretchers are laid lengthwise and are alternated adjacent on the same horizontal plane ( courses ) with bricks known as headers that are laid with their shorter ends exposed. [ 3 ]
English: This is a file showing colour-coded plan and elevation views for brickwork in Double Flemish bond of two and a half bricks’ thickness. Bricks in the elevation diagram are accounted for in like colours in the plan diagrams.
Bricks may be differentiated from blocks by size. For example, in the UK a brick is defined as a unit having dimensions less than 337.5 mm × 225 mm × 112.5 mm (13.3 in × 8.9 in × 4.4 in) and a block is defined as a unit having one or more dimensions greater than the largest possible brick. [3]
This is a file showing colour-coded plan and elevation views for brickwork in Double Flemish bond of two brick’s thickness. Bricks in the elevation diagram are accounted for in like colours in the plan diagrams. In the elevation diagram, heading bri...
A wall constructed in glazed-headed Flemish bond with bricks of various shades and lengths. An old brick wall in English bond laid with alternating courses of headers and stretchers. A brick is a type of construction material used to build walls, pavements and other elements in masonry construction.
The simplest form of a group-contribution method is the determination of a component property by summing up the group contributions : [] = +.This simple form assumes that the property (normal boiling point in the example) is strictly linearly dependent on the number of groups, and additionally no interaction between groups and molecules are assumed.
The Kozeny–Carman equation (or Carman–Kozeny equation or Kozeny equation) is a relation used in the field of fluid dynamics to calculate the pressure drop of a fluid flowing through a packed bed of solids. It is named after Josef Kozeny and Philip C. Carman. The equation is only valid for creeping flow, i.e. in the slowest limit of laminar ...
where the pressure loss per unit length Δp / L (SI units: Pa/m) is a function of: , the density of the fluid (kg/m 3);, the hydraulic diameter of the pipe (for a pipe of circular section, this equals D; otherwise D H = 4A/P for a pipe of cross-sectional area A and perimeter P) (m);