VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

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Civil Engineering (CE) : VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

The document VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev is a part of the Civil Engineering (CE) Course Thermodynamics.
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VLE Algorithms for Low to Moderate Pressures

The next level of complexity in VLE algorithms arise when one has to account for non-ideal behaviour for both the gas and liquid phases. This may obtain at pressures away from atmospheric and if the constituent molecules form a non-ideal liquid phase. The general approach to VLE of such system involves correcting both sides of the Raoult’s law to incorporate the effect of non-ideal behaviour. If the pressures are moderately high the truncated virial EOS may be used to describe the gas phase behaviour, whereas the liquid phase non-ideality is defined by a suitable activity coefficient model. The activity coefficient based approach is preferred for moderate pressures, as under such conditions the liquid phase properties may be conveniently regarded as independent of pressure, hence only temperature effects on the activity coefficients need be accounted for. This approach, of course, is rendered inaccurate at relatively high pressures, where both the gas and liquid phases need to be described using fugacity coefficients derived typically from a cubic (or a higher order) EOS. This is dealt with in the next section. Presently the VLE algorithms for low to moderate pressure range are introduced.  The starting point is the eqn. (6.126):  

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                     ..(6.126) 
Applying it to VLE: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                         ..(6.127)
For gas phase, we use eqn. 6.129: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev
For liquid phase (using eqn. 6.164): 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev
Applying eqn. 6.127: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                           ..(7.45)

From basic fugacity function for liquid phase (eqn.6.119): 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev              ..(6.119)

Using eqn. 6.119 in 6.128 we may write the phase equilibria relation as:

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev              ..(7.46)  

Where  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                           ..(7.47)

One may show that the Pontying (exponential factor) in the last equation is usually ~ 1 for low to moderate pressure range, hence one may write:

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                                                           ..(7.48) 

For a gas mixture obeying the truncated virial EOS (by eqn. 6.98): 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                                                 ..(7.49) 

Specifically for a binary using eqns. 6.149 and 6.150: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                                  ..(6.149) 

Using the last four equations it follows that:                                                 ..(6.150) 

 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                         ..(7.50) 

And  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                       ..(7.51) 

It may be shown that for a multi-component the general expression for Φi is provided by: 

 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                   ..(7.52)
Now,VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

And: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                   ..(7.53) 

The approximation made in eqn. 7.53 is a reasonable one, as at low to moderate pressures the dependence of γi γi on ‘P’ may be neglected (as at such conditions the liquid phase properties are not strongly pressure dependent). The same five classes as provided in table 7.1 may be solved using this modified form of the Raoult’s law. In all cases eqn. 7.46 provides the starting point for calculation, which may be re-written is two principal alternate forms as follows:
 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                                                                                  ..(7. 54 & 7.55) 

Since  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

Or: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                                 ........(7.56)

Similarly since VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRevit follows that: '

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                           ........(7.57)

We may also re-write eqn. 7.46 in terms of the K-factor (as used for Raoult’s Law in eqn. 7.37) as follows: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                           ........(7.58)

Accordingly:  

y= Kixi                                                                                               ..(7.59)

Or: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                           ........(7.60)

From eqn. 7.59, it follows that:

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev                           ........(7.61)

From eqn. 7.60: 

VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

Note that when Φi= γi = eqn. 7.46 reduces to the ideal case of Raoult’s Law.  

Bubble pressure: 

Given T and {xi } , to calculate P and { yi} : 

a) Start with given T, { xi } , Antoine constants, ∈ (error value for convergence)

b) Set all {Φi} = 1.0, Evaluate VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , {γi } , Calculate P using eqn. 7.56

c) Calculate { yi } using eqn.7.54

d) Now evaluate {Φi} , using eqns. 7.52

e) Calculate Pnew using eqn. 7.56

f) Is δP <∈ ? 

g) If ‘No’, go to step ‘c’ and calculate new { yi } with last {Φi}

h) If ‘Yes’, end at last P, and { yi}

 

Dew Point Pressure: 

Given T and {yi } , to calculate P and {xi}

a) Start with T and {yi } ; Antoine constants; ε and δ (error values for convergence); start with Raoult’s law by setting all {Φi} = 1.0, and all {γi} = 1.0; Evaluate VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , then calculate P using eqn. 7.57; Now evaluate { xi } by eqn. 7.55; Evaluate {γi } using appropriate activity coefficient model Liquid-phase; recalculate  P using eqn. (7.65),  revise {Φ i} using given { yi } and last P. b) Calculate new set { xi } using eqn. 7.55

b) Calculate new set { xi } using eqn. 7.55

c) Normalize { xi } using i (n) VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev  , and use normalized { xi } to compute {γi }

d) Use last {γi} to calculate P by eqn. 7.57 e) Is δP <ε ?

f) If ‘Yes’ then Plast =Pd(f)

 

Bubble Temperature: 

Given P and {xi } , to calculate T and {yi }

a) Solve for T and {yi } first by assuming Raoult’s Law algorithm for bubble temperature

b) Using solution in ‘a’ estimate {Ki } using eqn. 7.58 with the given values of P and {xi } ; latest values of T and {yi }

c) Next calculate {Kixi }

d) Calculate all VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

e) Using normalized { yi } , recalculate {Ki } and VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev


f) HasVLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev changed? If yes return to step ‘d’ 

 

g) IfVLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRevhas not changed between two successive iterations between steps ‘c’ and ‘d’ is  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

 

If yes, the last values of T and { yi ≡ Kixi } give the final bubble temperature Tb(f) ,and vapour compositions. 

i) If no, and lastVLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev > 1 then Tlast >Tb(f) ; revise to new T as: Tnew  = Tlast  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev  and return to step (c).and return to step ‘b’.

j) If no, and last ii VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev<1 then Tlast >Tb(f) ; revise to new T as: new last VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev and return to step (c).and return to step ‘b’

 

 

Dew Temperature: 

Given P and { yi  } , to calculate T and {xi  }

a) Solve for T and {xi  } first by assuming Raoult’s Law algorithm for dew temperature

b) Using solution in ‘a’ estimate {Ki  } using eqn. 7.58 with the given values of P and { yi  } ; latest values of T and {xi }

c) Next calculateVLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

d) Calculate all  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

e) Using normalized { xi } , recalculate {Ki } and  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

f) HasVLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev changed? If yes return to step ‘d’ 

g) If VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRevhas not changed between two successive iterations between steps ‘c’ and ‘d’ is VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

 

h) If yes, the last values of T and { xi ≡ yi /Ki } give the final dew temperature Td(f) ,and liquid phase compositions.  

i) If no, and VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , then Tlast <Td( f) ; revise to new T as: new VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev and return to 
step (b).

j) If no, and VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , then Tlast >Td ( f) ; revise to new T as: new VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev and return to 
step (b).

 

Flash Distillation Calculations : The procedure for non-ideal systems takes a form similar to that adopted for systems obeying Raoult’s Law except that one needs to additionally check for existence of both liquid and vapour phases following flash. The algorithm comprises the following steps.

a) Start with flash T, P and feed composition { z}

b) At the given T, calculate dew pressure Pd by putting { y} = { z }

c) Next calculate bubble pressure Pb by putting { x } = {z }

d) Is P< P<Pb ? If no, the vapour phase has not formed. 

e) If yes, compute VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , and V as =  VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev

f) Use VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , to get {ki} using eqn.  7.58

g) Then use eqn. 7.42 and 7.43 to evaluateϕ and dϕ / dV .

h) Using Newton-Raphson method, findV

i) With last V compute { xi } using eqn. 7.40 and { yi } by eqn. 7.38    

j) Re-calculate VLE Algorithms for Low to Moderate Pressures Civil Engineering (CE) Notes | EduRev , and {ki}  using eq n. 7.58 ii i Φ γ K

k) Check if the change in each parameter xi ,yi , and V between steps ‘e’ and ‘j’ is within predefined error values chosen for convergence.

l) If yes, then the last values of xi ,yi , and V constitute the solution

m) If no, return to step ‘f’ with the last values of xi ,yi , and V

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