Henry’s Law | Additional Documents & Tests for Civil Engineering (CE) PDF Download

Henry’s Law

The solubility of gases that are sparingly soluble in solvents constitutes a special application of the general VLE relations developed in sections 7.3 and 7.4. There are numerous real-life examples of such situations; for example, the solubilization of oxygen in water, which sustains aqueous life. Similarly, gases such as nitrogen, carbon dioxide, etc., display relatively low solubility (mole fraction: 10−5 − 10−2 ) in water or many solvents of industrial interest.  Further, in many such instances, the solubility of a gas in a solvent is required at temperatures beyond the critical temperature of the gas.
Application of vapour-liquid phase equilibria relations given by Raoult's law or its modified versions (discussed in the foregoing sections) to a solute species i (in a solvent) requires the saturation vapour pressure Henry’s Law | Additional Documents & Tests for Civil Engineering (CE) at the temperature of application. Clearly if the temperature of interest exceeds the critical temperature of the solute, the parameter Pi sat is not definable, and hence such VLE relations presented in sections 7.5 and 7.6 are not appropriate in such cases. As for any VLE problem the starting point for determining the solubility of a gaseous species ‘i’ in a liquid is the equality of the fugacity of the solute species and liquid (liq) phases:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                 .....(7.81)
Using eqn. 7.45 (considering low to moderate pressures): 

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                 .....(7.45)

Denoting the gaseous solute as ‘1’ and the solvent as ‘2’, one may write:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                 .....(7.82)

And Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                 .....(7.83)

 

Using eqn. 7.45 the last two equations may be re-written as:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                .....(7.84 & 7.85)

If we further assume that the gas is very sparingly soluble in the solvent, the liquid phase is essentially pure solvent and the following relations derive:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)

Therefore, for component 1 we may rewrite the eqn. 7.84 as:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                 .....(7.86)
Or alternately:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                .....(7.87)

Where: 

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                               .....(7.88)

Equation 7.88 is termed the Henry’s law, and H1 the Henry’s constant, which is defined at the system temperature. If one plots the value of fˆ1 as a function of the gas mole fraction x1 in the solvent phase (as shown schematically in fig. 7.13), the parameter H1 corresponds to the slope of the tangent drawn on the curve at the limiting condition of x1 → 0.

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)
Fig. 7.13 Plot of fˆ1 as a function of the gas mole fraction x1
 

Similarly for component 2 the phase equilibrium equation 7.85 may be rewritten as:

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                .....(7.89)

Where:  Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                 .....(7.90)

Since  Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)it follows that:

Where:  Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                .....(7.91)

Thus:  Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)                                .....(7.92)

It may be noted that eqn. 7.92 is the same as 6.162 (section 6.15), which describes the Lewis -Randall rule. Thus when Henry’s law is applicable for the solute then Lewis-Randall rule is applicable for the solvent. Since for a system temperature T >Tc,1 the fugacity Henry’s Law | Additional Documents & Tests for Civil Engineering (CE) of pure liquid phase for ‘1’ is hypothetical, it follows that the Henry’s law constant Henry’s Law | Additional Documents & Tests for Civil Engineering (CE) is necessarily a hypothetical quantity as well. Since solubility of a gas is temperature dependent, it follows that H i is also a function of temperature. The Henry’s law constant for a large number of gases with water as the solvent has been reported in the literature. For example for acetylene the value is 1350bar, for carbon dioxide 1670bar, and for air 72950bar). Fig. 7.14 presents the value of Henry’s law constant for a number of gases in water as a function of temperature.

 

Henry’s Law | Additional Documents & Tests for Civil Engineering (CE)
Fig. 7.14 Plot of Henry’s Constant vs. Temperature, [(1 H ) = N (mole fraction) P(atm)]

The document Henry’s Law | 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 Henry’s Law - Additional Documents & Tests for Civil Engineering (CE)

1. What is Henry's Law in civil engineering?
Ans. Henry's Law in civil engineering refers to a principle that states that the amount of gas dissolved in a liquid is directly proportional to the partial pressure of that gas above the liquid. It is commonly used to study the behavior of gases in water, such as the solubility of pollutants in groundwater.
2. How is Henry's Law applied in civil engineering projects?
Ans. Henry's Law is applied in civil engineering projects, particularly in environmental engineering, to understand the behavior of gases in water systems. It helps in determining the concentration of gases, such as oxygen, carbon dioxide, and volatile organic compounds, in water bodies and designing appropriate treatment processes to control their levels.
3. What are the implications of Henry's Law in groundwater contamination?
Ans. Henry's Law has significant implications in groundwater contamination studies. It helps in understanding the solubility and transport of contaminants, such as petroleum hydrocarbons or volatile organic compounds, in groundwater. By analyzing the Henry's Law constant for different contaminants, civil engineers can estimate the potential migration and impact of these contaminants on groundwater quality.
4. How does temperature affect Henry's Law in civil engineering applications?
Ans. Temperature plays a crucial role in Henry's Law applications in civil engineering. Generally, an increase in temperature reduces the solubility of gases in water. This means that as the temperature of a water body rises, the amount of gas dissolved in it decreases. Civil engineers consider this temperature dependence when designing systems to manage gas solubility and prevent issues like gas bubble formation or dissolved gas toxicity.
5. How can civil engineers use Henry's Law in wastewater treatment plants?
Ans. Civil engineers employ Henry's Law in wastewater treatment plants to understand the behavior of gases, such as hydrogen sulfide or ammonia, generated during the treatment process. By applying Henry's Law, engineers can determine the extent of gas dissolution, design appropriate aeration systems, and control the release of odorous or toxic gases into the environment. This helps in ensuring the safety and efficiency of wastewater treatment operations.
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