Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE) PDF Download

Volumetric Properties of Mixtures 

The EOSs discussed in the preceding sections may be applied to mixtures as well, through use of what are called “mixing rules”. Such rules help re-define the fundamental parameters of each type of EOS in terms of those corresponding to pure species and overall composition. The principle behind these rules is that the mixture parameters are equivalent to those of a “hypothetical” pure species, which would display the same behaviour as the mixture.  They are essentially semi-empirical in nature, in that they contain parameters which although grounded in molecular theory are difficult to predict fully. Nevertheless, such rules have proved reasonably reliable for prediction of mixture properties for most practical, engineering applications.  

Virial EOS

For a gas mixture the virial EOS is exactly the same as for a pure species (eqn. 2.12): 

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)
 

However, for the mixture the second virial coefficient ‘B’ is dependent not only on temperature but also on the mixture composition. Its exact composition dependence is derivable from the relations provided by statistical mechanics, and takes the following form: 

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)                         ...(2.26)

Where, y i = mole fractions in a gas mixture. The indices i and j identify species, and both run over all species present in the mixture. The virial coefficient B ij characterizes a bimolecular interaction between molecule i and molecule j, and therefore B ij = B ji. The summation in eqn. 2.26 accounts for all possible bimolecular interactions. For a binary mixture i = 2 and j = 2; the expansion of eqn.2.23 yields: 

B = y21B11 + 2 y1 yB12 +y22B22                          ...(2.27)

Since they correspond to pure species, the calculation of the parameters B 11 and B 22 can be made directly employing eqns. 2.13 – 2.15. For any cross-coefficient B ij  

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)

Often  is set to zero for simplicity

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)

Finally: Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)                                      ...(2.28)

Next B m is computed by eqn. 2.26, which is used in eqn. 2.12 for computing the mixture molar volume. 

 Cubic EOS: The parameters in all cubic EOSs are principally: a, b and ω. It follows that for computing the molar volume of a mixture these parameters need to be re-defined using mixing rules. For a binary mixture they are: For a binary mixture (m): 

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)                        

The values of each parameters can be computed after those of the individual species are calculated using the expressions that apply to each type of cubic EOS (see table 2.1). 

Generalized Correlations Generalized correlations presented above for pure species may also be conveniently extended to prediction of volumetric properties of gas phase mixtures as well. For the mixture, the apparent critical properties are computed using the following set of linear relations: 

 

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)                                  ...(2.32)

The subscript ‘i’ runs over all the species present in the mixture ‘m’. The above properties are designated as “pseudo-critical” as they do not represent the true critical properties of a mixture; indeed the latter are most often difficult to obtain. The pseudo-reduced temperature and pressure, are then determined by: Tr ,m = T /TC,m ; Pr ,m = P / PC,m . As for pure components, the compressibility factor for the mixture is next obtained using standard functions of Z0 (Tr Pr) andZ0 (Tr Pr)  which are then used in the following equation:  Z=Z0m + ω Z 1m                                 ...(2.33)

The document Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Additional Documents & Tests for Civil Engineering (CE).
All you need of Civil Engineering (CE) at this link: Civil Engineering (CE)
64 docs|6 tests

Top Courses for Civil Engineering (CE)

FAQs on Volumetric Properties of Mixtures - Additional Documents & Tests for Civil Engineering (CE)

1. What are volumetric properties of mixtures in civil engineering?
Ans. Volumetric properties of mixtures in civil engineering refer to the characteristics of a mixture that determine its volume and density. These properties include parameters such as specific gravity, void ratio, porosity, and bulk density, which are essential for designing and analyzing various civil engineering structures.
2. How do specific gravity and density differ in the context of volumetric properties of mixtures?
Ans. Specific gravity is the ratio of the density of a substance to the density of a reference substance, typically water. It is a dimensionless quantity and provides a measure of how much denser or lighter a substance is compared to water. On the other hand, density is the mass per unit volume of a substance. It is typically expressed in units such as kilograms per cubic meter (kg/m³) or pounds per cubic foot (lb/ft³).
3. What is the significance of void ratio in the analysis of volumetric properties of mixtures?
Ans. Void ratio is the ratio of the volume of voids (empty spaces) to the volume of solids in a mixture. It is an important parameter in civil engineering as it affects the strength, compressibility, and permeability of soils and aggregates. By analyzing the void ratio, engineers can determine the suitability of a mixture for various applications such as foundation design, pavement construction, and slope stability analysis.
4. How does porosity affect the behavior of mixtures in civil engineering?
Ans. Porosity is the ratio of the volume of voids to the total volume of a mixture. It is a measure of how much empty space exists within the mixture. In civil engineering, porosity plays a crucial role in determining the permeability and compressibility of soils and aggregates. Higher porosity generally leads to higher permeability, allowing water or other fluids to flow more easily through the mixture. Additionally, porosity affects the compaction characteristics and load-bearing capacity of the mixture.
5. How do engineers calculate bulk density for mixtures in civil engineering?
Ans. Bulk density is the mass of a mixture per unit volume, including both solid particles and voids. To calculate bulk density, engineers measure the mass of a given volume of the mixture and divide it by the volume. It is typically expressed in units such as kilograms per cubic meter (kg/m³) or pounds per cubic foot (lb/ft³). Bulk density is an important parameter for determining the weight and stability of civil engineering structures, as well as for designing construction materials and analyzing compaction characteristics.
Explore Courses for Civil Engineering (CE) exam

Top Courses for Civil Engineering (CE)

Signup for Free!
Signup to see your scores go up within 7 days! Learn & Practice with 1000+ FREE Notes, Videos & Tests.
10M+ students study on EduRev
Related Searches

shortcuts and tricks

,

Summary

,

Exam

,

MCQs

,

ppt

,

study material

,

video lectures

,

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)

,

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)

,

mock tests for examination

,

Viva Questions

,

Extra Questions

,

Sample Paper

,

Objective type Questions

,

Semester Notes

,

Previous Year Questions with Solutions

,

past year papers

,

practice quizzes

,

pdf

,

Volumetric Properties of Mixtures | Additional Documents & Tests for Civil Engineering (CE)

,

Important questions

,

Free

;