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Lecture 19 Engineered Systems for Air Pollution Control
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ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015Engr. Kristian July R. Yap University of the Philippines Diliman
ENGINEERED SYSTEMS FORENGINEERED SYSTEMS FORENGINEERED SYSTEMS FORENGINEERED SYSTEMS FOR
AIR POLLUTION CONTROLAIR POLLUTION CONTROLAIR POLLUTION CONTROLAIR POLLUTION CONTROLChE 150 Environmental Process Engineering
2nd Semester AY 2014-2015
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
OUTLINE
Settling Chambers
Cyclones
Baghouse Filters
Electrostatic Precipitators (ESP)
Absorption
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
Usual velocity through settling chambers
-- Between 0.5 and 2.5 m/s
-- For best results, gas flow should bemaintained at less than 0.3 m/s
Assuming that Stokes law applies, anexpression can be derived for calculating the minimum diameter of a particle collected at100 percent theoretical efficiency in a chamberof length L.
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
(1)
where vt = terminal settling velocity, m/s
H = height of settling chamber, m
vh = horizontal flow-through velocity, m/s
L = length of settling chamber, m
t hv v
H L=
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
From Stokes Law:
(2)
Equating the vt expressions from (1) and (2):
(3)
( ) 218
p a p
t
g dv
=
( ) 218
p a phg dv H
L
=
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
can be dropped from equation (3)since (
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
SETTLING CHAMBERS
EXAMPLE
Calculate the minimum size of the particle that will be removed with 100% efficiency from a settling chamber under the ff. conditions:
Air: Horizontal velocity is 0.3 m/s.
Temperature is 77C.
-- viscosity of air is 2.1 x 10-5 kg/ms
Particle: Specific gravity is 2.0.
Chamber: Length is 7.5 m.
Height is 1.5 m. *Use .2 =
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
Standard-dimension cyclone collector
(Lapplestandard cyclone)
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
The operating or separating efficiency of a cyclone depends on the magnitude of the centrifugal force exerted on the particles.
where Fc = centrifugal force, N
Mp = particulate mass, kg
vi = particle velocity, m/s
R = radius of cyclone, m
2
ic p
vF M
R=
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
Performance of Lapple standard cyclonescan be described by a single grade fractional efficiency curve:
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
The size of the particle is determined by the following equation based from Lapples work:
where d50 = diameter of particle that is collected with 50% efficiency, m
= gas viscosity, kg/ms
b = width of cyclone inlet, m
Ne = no. of effective turns within the cyclone
vi = inlet gas velocity, m/s
p = density of particulate matter, kg/m3
50
9
2 e i p
bd
N v
= 21
1
2e
LN L
h
= +
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
Calvert and Englund (1984) suggest an equation for the pressure drop of the Lapple standard cyclone:
where = actual gas density, g/cm3
Q = actual gas volumetric flow rate, m3/s
b,h = inlet dimensions, m
*Acceptable pressure drop is generally less than 20 cm H2O.
( )2
2cm H O 40.96Q
Pbh
=
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
EXAMPLE
An air stream with a flow rate of 7 m3/s is passed through a cyclone of standard proportions. The diameter of the cyclone is 2.0 m, and the air temperature is 77C.
a) Determine the removal efficiency for a particle with density of 1.5 g/cm3 and diameter 10 m.
b) Determine the collection efficiency based on the above if a bank of 64 cyclones with diameters of 24 cm are used instead of the single large unit.
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
CYCLONES
EXAMPLE
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
BAGHOUSE FILTERS
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
BAGHOUSE FILTERS
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
BAGHOUSE FILTERS
EXAMPLE
A fabric filter is to be constructed using bagsthat are 0.3 m in diameter and 6.0 m long.The baghouse is to receive 10 m3/s of air, and the appropriate filtering velocity hasbeen determined to be 2.0 m/min. Determinethe number of bags required for a continuously cleaned operation.
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
ELECTROSTATIC PRECIPITATORS
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
ELECTROSTATIC PRECIPITATORS
The size-efficiency relationship for an ESP is a curvilinear function similar to that for a cyclone. [Deutsch equation]
where = efficiency
A = area of the collection plates, m2
w = drift velocity of charged particles, m/s
Q = flow rate of the gas stream, m3/s
1 expAw
Q =
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
ELECTROSTATIC PRECIPITATORS
The drift velocity w is the velocity at which the particle approaches the collection plate.
-- analogous to terminal settling velocityin gravity settling
where a = [s-1] function of:> charging field
> carrier gas properties
> ability of particles to accept an electrical charge
pw ad=
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
ELECTROSTATIC PRECIPITATORS
EXAMPLE
An ESP is to be constructed to remove fly ash particles from stack gases flowing at 10 m3/s. Analysis of a similar system shows that the drift velocity can be taken as
Determine the plate area required to collect a 0.5 m particle with (a) 90% efficiency, and (b) 99% efficiency.
53.0 10 m/spw d=
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015
ABSORPTION
Review design equations in ChE 133.
>> Equilibrium Curve
>> Operating Line
>> Limiting flow rates
>> Film and overall mass transfer coefficients
>> For packed towers:
Z = HOGNOG = HOLNOLZ = HGNG = HLNL
ChE 150 Environmental Process Engineering 2nd Semester AY 2014-2015Engr. Kristian July R. Yap University of the Philippines Diliman
QUESTIONS???