Upload
hani-zahra
View
219
Download
0
Embed Size (px)
Citation preview
8/3/2019 Absorb Real
1/18
UNIVERSITI TEKNOLOGI MARAFAKULTI KEJURUTERAAN KIMIACHEMISTRY ENG.LABORATORY
(CHE 315)
Checked by: Rechecked by:
No Title Allocated Marks (%) Marks (%)
1. Abstract/Summary 5
2. Introduction 5
3. Aims/Objective 54. Theory 5
5. Procedure 3
6. Apparatus 5
7. Results 20
8. Calculations 10
9. Discussions 20
10. Conclusions 10
11. Recommendations 5
12. References 5
13. Appendices 2
Total 100
NAME : AHMAD SHAZWAN BIN SHARIF MOHD
STUDENT NO : 2006254352
EXPERIMENT : ABSORPTION - TWO PHASE THROUGH A PACKED BED
DATE PERFORMED : 18 AUGUST 2008
PROGRAMME CODE : DIPLOMA IN CHEMICAL ENGINEERING / EH 110
8/3/2019 Absorb Real
2/18
CONTENTS
Title Page
Abstract/Summary 2
Introduction 3
Objectives 4
Theory 5
Procedures 6
Apparatus 7
Results 8
Calculations 9
Discussions 14
Conclusions 15
Recommendations 16
References 17
Appendices 18
Summary/Abstract
2
8/3/2019 Absorb Real
3/18
This experiment is conducted in order to find the loading and flooding point. The
Raschig ring in the flexi glass column packed is used to increase the interfacial area for
vapor-liquid contact. Solute gas enters at the base of the column, the flow rates are
determined by variable area flow meters water to .The top of the column is similarly
metered and falls trough the packing where it is contacted with the rising gas. The water
fills the manometer and a multiport selection valve, the differential pressure across the
column is determined. When column dynamic is being observed, water is continuously
circulated by means of the recirculation pump and compressed air is blown through the
column.
Introduction
3
8/3/2019 Absorb Real
4/18
The packed bed represents a workhouse configuration for a wide variety of mass
transfer operations in chemical process industry, such as distillation, absorption and
liquid-liquid extraction. The packed bed configuration facilitates the intimate contact
(mixing) of fluids with mismatched densities, such as liquids and vapors. The increased
surface area for phase contact that packing offers increases the amount of momentum
transfer, manifested by an increased vapor-phase pressure drop through the column.
Objectives
4
8/3/2019 Absorb Real
5/18
Determine how the mass transfer rate is affected by gas flow rate, especially as the
column approaches its loading and flooding points.
Next, it is to model the pressure drop of the gas(air) and the liquid (water) mass
velocities (m/hour) by using the flexi glass column packed with Raschig Ring..
Theory
5
8/3/2019 Absorb Real
6/18
Absorption is a mass transfer operation in which a vapors solute A in a gas mixture is
absorbed by means of liquid in which the solute is more or less solute. The gas mixture
(Gas Phase) consists of mainly of an inert gas and the solute. The liquid (Liquid Phase) is
primarily immiscible in the gas phase; its vaporization in the gas phase is relatively small.
Redistribution of soluble gas as solute in the liquid may involve molecular diffusion
in a stagnant medium, molecular diffusion in a smoothly flowing medium (laminar),
molecular diffusion and mixing in turbulent flowing medium or mass transfer between
phases.
The total amount of the material transferred is increased with the time, area through
the transferred occurred.
NA = KA ( CA1 - CA2)
A passive device such as packing was designed for the increasing of the interfacial
area for vapor-liquid contact. Packed towers are vertical columns filled with suitable
packing and normally operated counter currently. Liquid enters the top of the column and
is distributed over the top of the column packing via nozzles or distributor plates. Liquid
flows downward while contact with the vapor phase. Internal packing provides a large
surface area for two - phase contact and facilitates transfer of materials between phases.
Packing imparts good vapor-liquid contact when a particular type is placed together in
numbers, without causing excessive pressure drop across a packed section. Good packing
is a large specific surface area, large free cross section, low weight per unit volume and
large free volume. Large free cross section affects the frictional drop through the tower
and therefore the power that is required to circulate the gas. Small free cross section
means a high velocity for a given throughput of gas, and above certain limiting velocities,
there is tendency to blow the liquid out of the tower. Large free volume is to allow for
reaction in the gas phase, this factor may be importance.
Procedures
6
8/3/2019 Absorb Real
7/18
1. The values are arranged according to the U-tube arrangement by filling the
manometer U-tube with water.
2. Before the experiment starts, make sure the values of operating arrangement areset correctly.
3. Before the column is safe to be used, check all valves carefully( closed).
4. The liquid flow rate is set at 20 m3/hour and then valve VR-3 and valve VR-4 are
opened. Noted that; to avoid the air from being trapped in line, we should make sure
that the level of liquid returning to the water reservoir must always be higher than the
bottom of the reservoir. To avoid this phenomena, valve VR-4 is adjusted.
5. The airflow is set to be 10 m3/hour by opening the valve VR-1. During the
experiment, make sure the water and the air flow rate are constant by watching it
every 2 minutes and the pressure drop ( P) mmH2O in the u-tube is read.
6. An extra 5 m3/hour is added to the column to increase the gas flow rate. Wait for
two minutes and the pressure drop is read again.
7. To reach the Flooding Point, step 4 must be repeated
8. The curve of Ln (V) versus Ln ( P/m packing) is plotted.
9. Step 2 to 6 are repeated with difference kind of liquid flow rate
7
8/3/2019 Absorb Real
8/18
Apparatus
1. Water tank glass absorption column
-Water flow meter
-Gas flow meter
-Manometer tube
-Water pump
-Compressor
2. Stopwatch
3. Ruler
8
8/3/2019 Absorb Real
9/18
Results and Calculations
Liquid Flow, L (m3/hr) : 20
Gas Flow,
V (m3/hr)
Monotube Low
(mm H2O)
Monotube High
(mm H2O)
(P)
(mm H2O)ln (V)
ln (P/m
packing)
10 197 200 3 2.30 - 0.981
15 197 201 4 2.71 - 0.693
20 198 204 6 3.00 -0.288
25 199 203 4 3.22 - 0.693
30 195 209 14 3.40 0.560
35 193 209 16 3.56 0.693
40 167 234 67 3.69 2.125
45 144 257 113 3.81 2.648
50 flooding flooding - - -
GRAPH of ln (V) Vs ln (PRESSURE DROP / m PACKING)
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
-2 -1 0 1 2 3
ln (Pressure Drop / m Packing
ln
(V)
Seri
Liquid Flow, L (m3/hr) : 30
9
8/3/2019 Absorb Real
10/18
GRAPH of ln (V) vs ln (PRESSURE DROP / m
PACKING)
0
1
2
3
4
5
-2 -1 0 1 2 3
ln (Pressure Drop / m Packing)
ln
(V)
Serie
Liquid Flow, L (m3/hr) : 40
Gas Flow,
V (m3/hr)
Monotube Low
(mm H2O)
Monotube High
(mm H2O)
(P)
(mm H2O)ln (V)
ln (P/m
packing)
10 194 203 7 2.30 - 0.134
15 183 215 32 2.71 1.386
20 189 210 21 3.00 0.96525 183 215 32 3.22 1.386
30 198 200 2 3.40 -1.386
35 184 214 30 3.56 1.322
40 168 229 61 3.69 2.031
45 160 257 97 3.81 2.495
50 flooding flooding - - -
10
8/3/2019 Absorb Real
11/18
GRAPH of ln (V) vs ln (PRESSURE DROP / m
PACKING)
0
0.5
1
1.5
2
2.5
3
3.5
0 0.5 1 1.5 2 2.5 3
ln (Pressure Drop / m Packing)
ln
(V)
Serie
Liquid Flow, L (m3/hr) : 50
Gas Flow,
V (m3/hr)
Monotube Low
(mm H2O)
Monotube High
(mm H2O)
(P)
(mm H2O)ln (V)
ln (P/m
packing)
Gas Flow,
V (m3/hr)
Monotube Low
(mm H2O)
Monotube High
(mm H2O)
(P)
(mm H2O)ln (V)
ln (P/m
packing)
10 151 251 100 2.30 2.526
15 164 204 40 2.71 1.609
20 172 230 58 3.00 1.98125 173 229 56 3.22 1.946
30 flooding flooding - - -
35 flooding flooding - - -
40 flooding flooding - - -
45 flooding flooding - - -
50 flooding flooding - - -
11
8/3/2019 Absorb Real
12/18
10 178 222 44 2.30 1.705
15 190 213 23 2.71 1.216
20 186 216 30 3.00 1.417
25 flooding flooding - - -
30 flooding flooding - - -
35 flooding flooding - - -
40 flooding flooding - - -
45 flooding flooding - - -
50 flooding flooding - - -
GRAPH of ln(V) vs (PRESSURE DROP / m PACKING)
0
0.5
1
1.5
2
2.5
3
3.5
0 0.5 1 1.5 2
ln (Pressure Drop / m Packing)
ln
(V)
Serie
Liquid flow, L (m3/hr) : 20
At gas flow 10 m3/hr
Pressure drop
P mm H2O = Manometer, High - Manometer Low
= (200 197) mm H2O
= 3 mm H2O
12
8/3/2019 Absorb Real
13/18
The same step was repeated to calculate the pressure drop at gas flow 15 mm H2O until 45
mm H2O.
15 m3/hour = P, mm H2O = 4 mm H2O
20 m3/hour = P, mm H2O = 6 mm H2O
25 m3/hour = P, mm H2O = 4 mm H2O
30 m3/hour = P, mm H2O = 14 mm H2O
35 m3/hour = P, mm H2O = 16 mm H2O
40 m3/hour = P, mm H2O = 67 mm H2O
45 m3/hour = P, mm H2O = 113 mm H2O
ln (V) = ln 10
= 2.30
Repeat the same step to calculate the ln (V) at gas flow 15 mm H2O until 45 mm H2O.
15 m/hour ln 15 = 2.71
20 m/hour ln 20 = 3.00
25 m/hour ln 25= 3.22
30 m/hour ln 30 = 3.40
35 m/hour ln 35 = 3.56
40 m/hour ln 40 = 3.67
45 m/hour ln 45 = 3.81
ln (P/m packing)
ln (P/m packing) = ln (0.003 m H2O/0.008 m packing)
= -0.981
Repeat the same step to calculate the ln (P/m packing) at gas flow 15 mm H2O
until 45 mm H2O.
15 m/hour ln (P/m packing) = - 0.693
20 m/hour ln (P/m packing) = -0.288
25 m/hour ln (P/m packing) = -0.693
30 m/hour ln (P/m packing) = 0.560
13
8/3/2019 Absorb Real
14/18
35 m/hour ln (P/m packing) = 0.693
40 m/hour ln (P/m packing) = 2.125
45 m/hour ln (P/m packing) = 2.648
Note : All these steps were repeated to calculate the pressure drop, ln (V) and ln (P/m packing)
the different liquid flow which are 30 m3/hr, 40 m3/hr and 50 m3/hr.
Discussions
This experiment uses packed tower that has 8mm glass Raschig Rings. When the liquid
flow is at 20 m3/hr and gas flow 10 m3/hr, pressure drop is 3mm H2O after 2 minutes,
ln (V) = ln 10 which is 2.30 and the ln (P/m packing) = ln (0.006 m H 2O/0.008 m packing)
which is -0.288. The gas flow increases to15 m 3/hr and after 2 minutes operates, the reading of
manometer is taken and the pressure drop is 6 mm H 2O, From calculation of ln 15 is 2.71 and the
ln (P/m packing) is -0.470. After that, the gas flow is increased to 20m3/hr and using the same
duration time, pressure drop is 14 mm H2O, from calculation ln 20 is 3.00 and the ln (P/m
packing) is 0.560. The gas flow increases to 25m3/hr and pressure drop is 31 mm H2O, from
calculation ln 20 is 3.22 and the ln (P/m packing) is 0.405. The following steps are repeated
using gas flow 30 m3/hr until 50 m3/hr.
14
8/3/2019 Absorb Real
15/18
Conclusion
The flooding point and the pressure drop can be determined by using gas-liquid
absorption column. At 20 m/hr liquid flow rate, no flooding point occurs. Then, at 30
m/hr there is still no flooding point. After the flooding point occurs, liquid flow rate is
raised to 40m/hr with the vapor flow at 45 m/hr but the pressure drop could not be
determined. However, before the flooding point, the pressure drop will moderately
increases and sometimes decreases due to the error during experiment. In the end, the
liquid flow rate is increased to 50 m/hr, the flooding point is achieved when the vapor
flow is at 35m/hr.
15
8/3/2019 Absorb Real
16/18
Recommendations
1. Observe all the informations about the machine works.
2. Change valve VR-4 to computer control because it is hard to control manually.
Use a device that can control it automatically when the level water changes.
3. Use real manometer to measure pressure so perfect reading value can be obtained.
4. For the manometer reading, take the highest reading because it will still move
after 2 minutes.
16
8/3/2019 Absorb Real
17/18
References:
1. Christine John Geankoplis, Transport Processes And Separation Process Principle
(Includes Unit Operations), 4th Edition, Pearson Education International.
2. Coulson, J.M. and Richardson J.F., Chemical Engineering, Volume 2, Third Edition
(SI Units), Pergamon.
3. Chemical Engineering Laboratory (CHE 315) Manual. Abd Jamil Lam, Chemical
Engineering Faculty, UiTM Shah Alam, Selangor.
4. www.wikipedia.com
17
8/3/2019 Absorb Real
18/18
Appendices
18