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Applied Mathematical Methods for Chemical Engineers (3rd Edition, 2016) – Solutions Manual – Loney

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INSTANT PDF DOWNLOAD — Complete, step-by-step solutions for Applied Mathematical Methods for Chemical Engineers (Third Edition) by Norman W. Loney. Covers all chapters: calculus refresher, linear algebra & eigenvalues, ordinary & partial differential equations, Laplace/Fourier transforms, series solutions, boundary/initial value problems, numerical methods (finite difference/iteration), optimization (Lagrange/KKT), nonlinear systems, regression & statistics, and modeling for transport, thermodynamics, and reaction engineering. Searchable, printable PDF—ideal for homework checks, exam prep, and self-study. chemical engineering math solutions, ODE and PDE solved, Laplace transform solutions, Fourier series engineering, eigenvalues eigenvectors, linear algebra for engineers, finite difference method, numerical methods chemical, boundary value problems, initial value problems, optimization Lagrange multipliers, nonlinear systems analysis, least squares regression, Sturm–Liouville problems, Bessel Legendre solutions, Green’s functions basics, dimensional analysis modeling, reaction engineering math, transport phenomena mathematics, Loney solutions manual

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ALL CHAPTERS COVERED




SOLUTIONS MANUAL

, Solutions to Problems


Chapter 2


1-a

Organic phase benzoic acid concentration profile:

Starting with Eq. (2.4-3) and Fig. 2.1 pg. 24

(V1 + mV2 ) dx = RC A − (R + Sm )x
dt o




Subject to x = 0 at t = 0

Using the method of section 2.1
R + Sm R + Sm
R + Sm ∫ V1 + mV2 dt t
μ (t ) = such that μ (t ) = e =e V1 + mV2

V1 + mV2

Therefore the differential equation becomes

'
⎡ VR++mV
Sm
t⎤ RC Ao
R + Sm
V1 + mV2
t
⎢ xe 1 2
⎥ = e
⎢⎣ ⎥⎦ V1 + mV2

R + Sm
RC Ao −
x(t ) =
t
V1 + mV2
which solves to + k1e
R + Sm

where k1 is an arbitrary constant to be determined by the initial condition.

That is at t = 0, x = 0:

RC A0 RC Ao
0= + k1 ⇒ k1 = −
R + Sm R + Sm

RC Ao ⎡ t⎤
R + Sm
−
Therefore x(t ) = ⎢1 − e
V1 + mV2
⎥
R + Sm ⎢⎣ ⎥⎦

is the organic phase concentration profile for benzoic acid.

, 1-b

i) direct steady state solution to:

(V1 + mV2 ) dx = RC A − (R + Sm )x
dt o




RC Ao
= 0 . Therefore RC Ao = (R + Sm )x or
dx
means x=
dt R + Sm

RC Ao ⎡ t⎤
R + Sm
−
V1 + mV2
ii) by taking the limit as t → ∞ in x = ⎢1 − e ⎥ produce
R + Sm ⎢⎣ ⎥⎦

R + Sm
RC Ao − t
V1 + mV2
x= , sin ce lim e → 0.
R + Sm t →∞



1-c

yS RC Ao RC Ao
Let E = , then since x = and y = mx = m
RC Ao R + Sm R + Sm

RC Ao m 1 mS 1 1 R
Therefore E = S• = = = ,α=
R + Sm RC Ao R + Sm R
+1
α +1 mS
mS

1
i.e. E= for the steady-state process.
1+ α




2a.

, ⎧ y1 = mx1
Relationship for inter-stage concentration of acid: ⎨
⎩ y 2 = mx2

System Property T t + Δt
Stage 1 Stage 2 Stage 1 Stage 2
Flow rate of organic
R R R R
phase

Flow rate of aqueous
S S S S
phase

Volume of organic
V11 V12 V11 V12
phase

Volume of aqueous
V21 V22 V21 V22
phase
Input acid dx1
Concentration (Organic CA o x1 CA o x1 + Δt
phase) dt
Output acid dx1 dx 2
Concentration (Organic x1 x2 x1 + Δt x2 + Δt
phase) dt dt
Input acid dy 2
Concentration y2 0 y2 + Δt 0
(Aqueous phase) dt
Output acid dy1 dy 2
Concentration y1 y2 y1 + Δt y2 + Δt
(Aqueous phase) dt dt

Amount of acid in ⎛ dx ⎞ ⎛ dx ⎞
x1V11 x2V12 V11 ⎜ x1 + 1 Δt ⎟ V12 ⎜ x2 + 2 Δt ⎟
Organic phase ⎝ dt ⎠ ⎝ dt ⎠

Amount of acid in ⎛ dy ⎞ ⎛ dy ⎞
y1V21 y 2V22 V21 ⎜ y1 + 1 Δt ⎟ V22 ⎜ y 2 + 2 Δt ⎟
Aqueous phase ⎝ dt ⎠ ⎝ dt ⎠



R ⎛⎜ L ⎞ ⎛ kg ⎞
⎟, x 2 ⎜ ⎟
⎝ min ⎠ ⎝ L ⎠
CA O , R R , x1
Stage 1 Stage 2
S S
⎛ L ⎞
y1 ⎛kg⎞ S⎜ ⎟
y2⎜ ⎟ ⎝ min ⎠
⎝ L⎠

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