Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE) PDF Download

Reactions involving Liquids and Solids

 

In many instances of industrially important reactions, the reactants are not only gaseous but are also liquids and / or solids. Such reactions are usually heterogeneous in nature as reactants may exist in separate phases. Some examples include:

• Removal of CO2 
• Removal of H from synthesis gas by aqueous solution of potassium carbonate 2
• Air oxidation of aldehydes to acids S by ethanolamine or sodium hydroxide
• Oxidation of cyclohexane to adipic acid • Chlorination of benzene
• Decomposition of CaCO3 to CaO and CO2

In all such instances some species need to dissolve and then diffuse into another phase during the process of reaction. Such reactions therefore require not only reaction equilibria considerations, but that of phase equilibria as well. For simplicity, however we consider here only reaction equilibria of instances where liquid or solid reactive species are involved. The thermodynamic treatment presented below may easily be extended to describe any heterogeneous reaction. The basic relation for the equilibrium constant remains the starting point. By eqn. 8.50 we have: 

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                           ..(8.50)

On expanding (by eqn. 6.171):

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                   ..(8.79)  

As already mentioned in section 8.1 above, for solids and liquids the usual standard state is the pure solid or liquid at 1 bar [or 1(atm)] and at the temperature (T) of the system. However, unlike in the case of gaseous species, the value of fi o for such a state cannot be 1 bar (or 1 atm), and eqn.(8.50) cannot be reduced to the form simple form of eqn. 8.57. 

Liquid-phase reactants On rewriting eqn. 8.79:

On rewriting eqn. 8.79:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

Thus:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)          ..(8.80)

By eqn. 6.115:  

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

Thus on integrating:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                     ..(8.81)

As we have already seen in section 6.10, the liquid phase properties, such as molar volume, are weakly dependent on pressure; hence their variation with respect to pressure may be, for most practical situations, considered negligible. Thus, if one considers that in the last equation the molar volume V i is constant over the range 1 – P bar, one obtains:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                                   ..(8.82)

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)              ..(8.83)

Thus, using eqn. 8.53 in 8.50:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)   ..(8.84)

 

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

 

Thus

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)           ..(8.85)

Except for very high pressure the exponential term on the right side of the above equation:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

Thus one may approximate: 

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

Whence:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                        ...(8.86)

To use the above equation for prediction of the equilibrium composition one needs to employ a suitable activity coefficient model. The activity coefficient models described in section 6.18 are based on physical interactions between molecules. Hence, their use is not expected to be adequately representative of a situation where molecules are subject to specific chemical forces and are chemically transformed due to formation of intermediate reactive complexes. While it is possible to write models for physical interactions it is generally not feasible to establish quantitative relations that describe the microscopic-level interactions between reactive molecular species. Discussions on approaches to solve such problems may be found elsewhere (J.M. Prausnitz, R.N. Lichtenthaler and E.G. Azevedo, Molecular Thermodynamics of Fluid-Phase Equilibria, 3rd ed., Prentice Hall, 1998). Nevertheless, for the purpose of illustrating an approximate solution, one may simplify eqn. 8.86 by assuming ideal solution behavior, wherein γi = 1.0. Hence: 

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                        ...(8.87)

However, since reactive solutions can never be ideal, one way to overcome the difficulty is by defining a reaction equilibrium constant based on molar concentration (say in moles/m3 )  rather than in terms of mole fractions. Thus

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                       ...(8.88)

Where, Ci = molar concentration of each species.
It is generally difficult to predict the equilibrium constant Kc, and one needs to use experimentally determine values of such constants in order to predict equilibrium compositions

Solid-phase reactants

Consider a solid reactive species now, for which one again starts from eqn. 8.80:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                       ...(8.80)

Thus as for a liquid reactant one has

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

As it is for liquid species, Vi  for solids is also small and remains practically constant with pressure, 
thus:

Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)

In addition, the solid species is typically ‘pure’ as any dissolved gas or liquid (for a multi-phase reaction) is negligible in amount.

Thus xi~ 1.0,→γi= 1.

Therefore, for solids Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE)                       ...(8.89)

The document Reactions Involving Liquids and Solids | Additional Documents & Tests for Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Additional Documents & Tests for Civil Engineering (CE).
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FAQs on Reactions Involving Liquids and Solids - Additional Documents & Tests for Civil Engineering (CE)

1. What are some common examples of reactions involving liquids and solids in civil engineering?
Ans. Some common examples of reactions involving liquids and solids in civil engineering include hydration reactions in the formation of concrete, chemical reactions in soil stabilization, precipitation reactions in wastewater treatment, corrosion reactions in steel structures, and sedimentation reactions in water treatment processes.
2. How does the hydration reaction contribute to the strength of concrete?
Ans. The hydration reaction is a chemical reaction between water and cement particles in concrete. This reaction leads to the formation of calcium silicate hydrate (C-S-H) gel, which is responsible for the binding and strength of concrete. As the hydration reaction progresses, the C-S-H gel fills the voids between the aggregates, creating a solid and durable material.
3. What is the significance of soil stabilization through chemical reactions in civil engineering?
Ans. Soil stabilization through chemical reactions is an important technique in civil engineering to improve the engineering properties of soils. By introducing chemical additives, such as lime or cement, into the soil, the reaction between these additives and the soil particles can enhance the soil's strength, stability, and load-bearing capacity. This technique is commonly used in road construction, foundation design, and slope stabilization.
4. How do precipitation reactions play a role in wastewater treatment?
Ans. Precipitation reactions are commonly used in wastewater treatment processes to remove contaminants and impurities from the water. By adding chemicals, such as coagulants or flocculants, to the wastewater, these substances react with the contaminants, causing them to form insoluble precipitates. These precipitates can then be easily separated and removed from the water, resulting in cleaner and safer effluent.
5. Why is corrosion a concern in civil engineering, particularly in steel structures?
Ans. Corrosion is a major concern in civil engineering, especially in steel structures, due to its potential impact on structural integrity and safety. When steel is exposed to moisture and oxygen, it undergoes a chemical reaction known as corrosion, which leads to the formation of rust. Rust weakens the steel, causing it to lose strength and eventually leading to structural failure. Regular inspection, maintenance, and protective coatings are essential to prevent and mitigate corrosion in steel structures.
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