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Mixture characterisation

Table 5.6 presents the results of a set of 5 maximum profit problems considered by Kerkhof and Vissers (1978). Each problem has different column configuration (i.e. different number of plates, N), handles different feed mixture (characterised by different relative volatility, a)y has different distillate product quality (xq), has different cost values (i.e. Pr, C0) and different set up times (ts). The initial charge, B0 = 100 kmol, V= 60 kmol/hr, t,= 1 hr, and Cf= 150 /hr. All cases deal with binary mixtures of different initial composition, xB0. [Pg.134]

The presence of an isosbestic point in Fig. 11 confirms the mass conservation between two mixtures characterised by the presence of anthropogenic organic matter (for treated effluent) and by nitrates (for river), the proportion of which varies according to the sampling place (river, effluent or mixture between discharge and river). [Pg.32]

The mixture characterisation of hot mix asphalt (HMA) also differs in MEPDG. The typical differences between the Guide for Design of Pavement Structures (AASHTO 1993) and the Mechanistic-Empirical Pavement Design Guide (AASHTO 2008) in terms of HMA mixture characterisation are shown in Figure 13.26. [Pg.580]

Figure 13.26 Typical differences between empirical design procedures and an integrated M-E design system in terms of mixture characterisation of HMA. (From AASHTO, Mechanistic-Empirical Pavement Design Guide [MEPDG], Washington, DC American Association of State Highway and Transportation Officials, 2008. With permission.)... Figure 13.26 Typical differences between empirical design procedures and an integrated M-E design system in terms of mixture characterisation of HMA. (From AASHTO, Mechanistic-Empirical Pavement Design Guide [MEPDG], Washington, DC American Association of State Highway and Transportation Officials, 2008. With permission.)...
However, the mixture characterisation of the PCC is different in MEPDG (AASHTO 2008) when compared to the empirical thickness design procedure given in the guide for design of pavement structures (AASHTO 1993). The typical differences between them are shown in Figure 14.14. [Pg.625]

Compound Preparation, Mixture Characterisation and Process Enhancement of Particulate-Filled Polymer Compounds... [Pg.207]

Below 240 Trichlorofluormethane, carbon dioxide, carbon monoxide (small amount) Mixture characterised by -NH, -CH, COH, COC, and H O IR bands ... [Pg.101]

Below 300 Water, carbon dioxide, carbon monoxide, alkene mixture characterised by -NH, OH, COC, monosubstituted phenyl IR bands, ester, aldehyde, and/ or COOH carbonyl IR bands Carbon dioxide, carbon monoxide (small amount), alkene mixture characterised by -NH, OH, COC, and mono-substituted phenyl IR band possible phosphorus containing product tar characterised by urethane structure in addition to above Water, carbon dioxide, carbon monoxide, alkene product containing C-Clbonds... [Pg.101]


See other pages where Mixture characterisation is mentioned: [Pg.988]    [Pg.171]   
See also in sourсe #XX -- [ Pg.207 ]




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Compound Preparation, Mixture Characterisation and Process Enhancement of Particulate-Filled Polymer Compounds

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