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Arching

It is important to emphasise that values can be determined only by shear testing (as described in Chapter 1). No other so-called fiow tests (e.g. angle of repose) can provide this information. [Pg.74]

To avoid interlocking arching, the outlet dimension must exceed some critical multiple of the characteristic particle dimension. While this characteristic dimension is not well defined, a conservative approach is to take this as the maximum length of a chord that spans the particle in any direction. The minimum values for outlet size are as follows  [Pg.74]

Mechanical interlocking usually governs minimum outlet dimensions only when the hulk solid s mean particle size is greater than about 6 mm, there are few fines , and the material has little to no surface moisture or other condition that would cause particles to adhere to each other. [Pg.74]

Sizing an outlet to avoid cohesive arch formation is not as simple as considering only particle size. Flow properties tests need to be run to determine the material s flow function, which is the relationship between cohesive strength and consolidating pressure. Once this has been obtained, the hopper s ow/actor must be determined. The original source for [Pg.74]

For a wedge-shaped hopper, the outlet length must be at least two times its width if the end walls are vertical and at least three times its width if the end walls are converging. [Pg.75]


Nearly all reservoirs are water bearing prior to hydrocarbon charge. As hydrocarbons migrate into a trap they displace the water from the reservoir, but not completely. Water remains trapped in small pore throats and pore spaces. In 1942 Arch/ e developed an equation describing the relationship between the electrical conductivity of reservoir rock and the properties of its pore system and pore fluids. [Pg.147]

Leslie F M 1968 Some constitutive equations for liquid crystals Arch. Ration. Mech. Analysis 28 265-83... [Pg.2569]

Lebon et al., 1996] Lebon, F., Vinals, C., Feytmans, E., and Durant, F. Computational drug design of new HIV-1 protease inhibitors. Arch. Phys. Biochem. 104 (1996) B44. [Pg.63]

The in ternal arch itecture of HyperChem back ends is different from that expected to be used by third-party packages. To a third-party agent wishing to interface with HyperChem, HyperChem always acts as a server. Thus a third-party molecular dynamics package w oiild ask HyperChem to send th e coordinates of a mide-cu le rath cr th an HvperCIhem determ in in g on its own that it should send coordinates at the appropriate time. [Pg.157]

Entry Substituents Ester Conditions Yield (%) (from ArCH=0) Ref. [Pg.46]

G. Herbertz and H. Reinauer, Naunyn Schmiedebergs Arch. Phamiakol.. 270, 192... [Pg.553]


See other pages where Arching is mentioned: [Pg.89]    [Pg.818]    [Pg.497]    [Pg.558]    [Pg.15]    [Pg.690]    [Pg.690]    [Pg.690]    [Pg.707]    [Pg.707]    [Pg.707]    [Pg.923]    [Pg.924]    [Pg.924]    [Pg.924]    [Pg.104]    [Pg.86]    [Pg.92]    [Pg.151]    [Pg.152]    [Pg.322]    [Pg.323]    [Pg.331]    [Pg.332]    [Pg.344]    [Pg.345]    [Pg.351]    [Pg.357]    [Pg.359]    [Pg.362]    [Pg.537]    [Pg.541]    [Pg.554]    [Pg.203]    [Pg.153]    [Pg.288]    [Pg.288]    [Pg.311]    [Pg.327]    [Pg.328]    [Pg.331]    [Pg.331]    [Pg.333]    [Pg.511]   
See also in sourсe #XX -- [ Pg.708 ]

See also in sourсe #XX -- [ Pg.308 ]

See also in sourсe #XX -- [ Pg.565 ]

See also in sourсe #XX -- [ Pg.268 ]

See also in sourсe #XX -- [ Pg.74 ]




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Aortic arch atheroma

Aortic arch dissection

Arch - structures

Arch Chemicals Inc

Arch Coal Inc

Arch Development Corporation

Arch Hydrazine

Arch building

Arch dams

Arch-Fired Systems

Arched truss bridge

Arches

Arches

Arches, foot

Arches, unstable

Arching phenomena

Arching potential

Aromatic (ArCH

Brick arches

Bridge arch

Bridges, arch reinforced

Catenary arch

Coracoacromial Arch

Density Functionals arch

Double arch expansion joint

Double-aortic arch

Findlay Arch

Fish, gill arches

Floor arches

Gateway Arch

Gill arches

Ignition arch

Keystone arch

Lack arch

Masonry arches

Maxillary arch

Reaction with (ArCH

Reflex arch

Reinforcement of Masonry Arches and Vaults

Steel arches

Stress arched

Tendinous arch of the pelvic fascia

Zygomatic arch

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