6.1. Unconstrained Scalar Optimization#
Introductory calculus courses introduce the minimization (or maximization) of a function of a single variable. Given a function \(f(x)\), find values \(x^*\) such that \(f(x^*) \leq f(x)\) (or \(f(x^*) \geq f(x)\)) for all \(x\) in an interval containing \(x^*\). Such points are called local optima.
If the derivative exists at all points in a given interval, then the local optima are found by solving for values \(x^*\) that satisfy
Let’s see how this is put to work in the context of process engineering.
6.1.1. Imports#
%matplotlib inline
import matplotlib.pyplot as plt
import numpy as np
import shutil
import sys
import os.path
if not shutil.which("pyomo"):
!pip install -q pyomo
assert(shutil.which("pyomo"))
if not (shutil.which("ipopt") or os.path.isfile("ipopt")):
if "google.colab" in sys.modules:
!wget -N -q "https://ampl.com/dl/open/ipopt/ipopt-linux64.zip"
!unzip -o -q ipopt-linux64
else:
try:
!conda install -c conda-forge ipopt
except:
pass
assert(shutil.which("ipopt") or os.path.isfile("ipopt"))
from pyomo.environ import *
6.1.2. Application: Maximizing production of a reaction intermediate#
A desired product \(B\) is produced as intermediate in a series reaction
where \(A\) is a raw material and \(C\) is a undesired by-product. The reaction operates at temperature where the rate constants are \(k_A = 0.5\ \mbox{min}^{-1}\) and \(k_A = 0.1\ \mbox{min}^{-1}\). The raw material is available as a solution with concentration \(C_{A,f} = 2.0\ \mbox{moles/liter}\).
A 100 liter tank is available to run the reaction. Below we will answer the following questions:
If the goal is obtain the maximum possible concentration of \(B\), and the tank is operated as a continuous stirred tank reactor, what should be the flowrate?
What is the production rate of \(B\) at maximum concentration?
6.1.3. Mathematical model for a continuous stirred tank reactor#
The reaction dynamics for an isothermal continuous stirred tank reactor with a volume \(V = 40\) liters and feed concentration \(C_{A,f}\) are modeled as
At steady-state the material balances become
which can be solved for \(C_A\)
and then for \(C_B\)
The numerator is first-order in flowrate \(q\), and the denominator is quadratic. This is consistent with an intermediate value of \(q\) corresponding to a maximum concentration \(\bar{C}_B\).
The next cell plots \(\bar{C}_B\) as a function of flowrate \(q\).
V = 40 # liters
kA = 0.5 # 1/min
kB = 0.1 # l/min
CAf = 2.0 # moles/liter
def cstr(q):
return q*V*kA*CAf/(q + V*kB)/(q + V*kA)
q = np.linspace(0,30,200)
plt.plot(q, cstr(q))
plt.xlabel('flowrate q / liters per minute')
plt.ylabel('concentration C_B / moles per liter')
plt.title('Outlet concentration for a CSTR')
plt.grid(True)
We see that, for the parameters given, there is an optimal flowrate somewhere between 5 and 10 liters per minute.
6.1.4. Analytical solution using calculus#
As it happens, this problem has an interesting analytical solution that can be found by hand, and which can be used to check the accuracy of numerical solutions. Setting the first derivative of \(\bar{C}_B\) to zero,
Clearing out the non-negative common factors yields
and multiplying by the non-negative denominators produces
Expanding these expressions followed by arithmetic cancellations gives the final result
which shows the optimal dilution rate, \(\frac{q^*}{V}\), is equal the geometric mean of the rate constants.
V = 40 # liters
kA = 0.5 # 1/min
kB = 0.1 # l/min
CAf = 2.0 # moles/liter
qmax = V*np.sqrt(kA*kB)
CBmax = cstr(qmax)
print('Flowrate at maximum CB = ', qmax, 'liters per minute.')
print('Maximum CB =', CBmax, 'moles per liter.')
print('Productivity = ', qmax*CBmax, 'moles per minute.')
Flowrate at maximum CB = 8.94427190999916 liters per minute.
Maximum CB = 0.9549150281252629 moles per liter.
Productivity = 8.541019662496845 moles per minute.
6.1.5. Numerical solution with Pyomo#
This problem can also be solved using Pyomo to create a model instance. First we make sure that Pyomo and ipopt are installed, then we proceed with the model specification and solution.
V = 40 # liters
kA = 0.5 # 1/min
kB = 0.1 # l/min
CAf = 2.0 # moles/liter
# create a model instance
m = ConcreteModel()
# create the decision variable
m.q = Var(domain=NonNegativeReals)
# create the objective
m.CBmax = Objective(expr=m.q*V*kA*CAf/(m.q + V*kB)/(m.q + V*kA), sense=maximize)
# solve using the nonlinear solver ipopt
SolverFactory('ipopt').solve(m)
# print solution
print('Flowrate at maximum CB = ', m.q(), 'liters per minute.')
print('Maximum CB =', m.CBmax(), 'moles per liter.')
print('Productivity = ', m.q()*m.CBmax(), 'moles per minute.')
Flowrate at maximum CB = 8.944271964904416 liters per minute.
Maximum CB = 0.954915028125263 moles per liter.
Productivity = 8.541019714926701 moles per minute.
One advantage of using Pyomo for solving problems like these is that you can reduce the amount of algebra needed to prepare the problem for numerical solution. This not only minimizes your work, but also reduces possible sources of error in your solution.
In this example, the steady-state equations are
with unknowns \(C_B\) and \(C_A\). The modeling strategy is to introduce variables for the flowrate \(q\) and these unknowns, and introduce the steady state equations as constraints.
V = 40 # liters
kA = 0.5 # 1/min
kB = 0.1 # l/min
CAf = 2.0 # moles/liter
# create a model instance
m = ConcreteModel()
# create the decision variable
m.q = Var(domain=NonNegativeReals)
m.CA = Var(domain=NonNegativeReals)
m.CB = Var(domain=NonNegativeReals)
# equations as constraints
m.eqn = ConstraintList()
m.eqn.add(0 == m.q*(CAf - m.CA) - V*kA*m.CA)
m.eqn.add(0 == -m.q*m.CB + V*kA*m.CA - V*kB*m.CB)
# create the objective
m.CBmax = Objective(expr=m.CB, sense=maximize)
# solve using the nonlinear solver ipopt
SolverFactory('ipopt').solve(m)
# print solution
print('Flowrate at maximum CB = ', m.q(), 'liters per minute.')
print('Maximum CB =', m.CBmax(), 'moles per liter.')
print('Productivity = ', m.q()*m.CBmax(), 'moles per minute.')
Flowrate at maximum CB = 8.94427200287657 liters per minute.
Maximum CB = 0.9549150281377385 moles per liter.
Productivity = 8.541019751298467 moles per minute.