CHAPTER 2 EXPERIMENTAL SETUP AND PROCEDURE

Similar documents
Liquid -Vapor. Contacting columns

Chapter 3 EXPERIMENTAL: EQUIPMENT, SET-UP, AND PROCEDURE

CFD SIMULATIONS IN AN INTERNAL CIRCULATION AIRLIFT OPERATING UNDER HOMOGENEOUS REGIME

The water supply for a hydroelectric plant is a reservoir with a large surface area. An outlet pipe takes the water to a turbine.

Chapter 13 Fluids. Copyright 2009 Pearson Education, Inc.

PHYS 101 Previous Exam Problems

Old-Exam.Questions-Ch-14 T072 T071

. In an elevator accelerating upward (A) both the elevator accelerating upward (B) the first is equations are valid

Flow behavior of wakes in a three-phase slurry bubble column with viscous liquid medium

Hydrodynamic and Mass Transfer Characteristics of External-Loop Airlift Reactors without an Extension Tube above the Downcomer

Bioreactor System ERT 314. Sidang /2011

Lecture Outline Chapter 15. Physics, 4 th Edition James S. Walker. Copyright 2010 Pearson Education, Inc.

Experimental Study of an Air Lift Pump

EVALUATION OF FLUID DYNAMICS IN A HOT AND A COLD SYSTEM OF INTERCONNECTING FLUIDISED BEDS

1. All fluids are: A. gases B. liquids C. gases or liquids D. non-metallic E. transparent ans: C

Multiple effects of operating variables on the bubble properties in three-phase slurry bubble columns

World Academy of Science, Engineering and Technology International Journal of Chemical and Molecular Engineering Vol:7, No:12, 2013

Lesson 12: Fluid statics, Continuity equation (Sections ) Chapter 9 Fluids

Structure of Mechanically Agitated Gas-Liquid Contactors

CHEM 355 EXPERIMENT 7. Viscosity of gases: Estimation of molecular diameter

Simulation of Gas Holdup in a Bubble Column with a Draft Tube for Gas Dispersion into an Annulus

AP Physics B Ch 10 Fluids. MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question.

Experiment 8: Minor Losses

of air-lift reactors based on bubble dynamics

Chapter 13 Fluids. Copyright 2009 Pearson Education, Inc.

Digester Processes. 1. Raw Sludge Pumping System

MS.RAJA ELGADY/PRESSURE PAPER 3

Chapter 9 Solids and Fluids

Questions. theonlinephysicstutor.com. facebook.com/theonlinephysicstutor. Name: Edexcel Drag Viscosity. Questions. Date: Time: Total marks available:

Calculations of hydraulic resistance of simple pipelines for liquid viscous and non-newtonian products.

Chapter 10 Fluids. Which has a greater density? Ch 10: Problem 5. Ch 10: Problem Phases of Matter Density and Specific Gravity

MEMORANDUM. Investigation of Variability of Bourdon Gauge Sets in the Chemical Engineering Transport Laboratory

Static Fluids. **All simulations and videos required for this package can be found on my website, here:

Chapter 15 Fluid. Density

The Study of Bubbly Gas-Water Flow Using

Irrigation &Hydraulics Department lb / ft to kg/lit.

MEMORIAL UNIVERSITY OF NEWFOUNDLAND Faculty of Engineering and Applied Science FLUID MECHANICS LABORATORY PIPE FRICTION

Exercise 5-2. Bubblers EXERCISE OBJECTIVE DISCUSSION OUTLINE. Bubblers DISCUSSION. Learn to measure the level in a vessel using a bubbler.

Chapter 15 Fluids. Copyright 2010 Pearson Education, Inc.

AP B Fluids Practice Problems. Multiple Choice. Slide 2 / 43. Slide 1 / 43. Slide 4 / 43. Slide 3 / 43. Slide 6 / 43. Slide 5 / 43

Hours / 100 Marks Seat No.

The Discussion of this exercise covers the following points: Range with an elevated or suppressed zero Suppressed-zero range Elevated-zero range

Chapter 9 Fluids and Buoyant Force

CHAPTER 9 Fluids. Units

Micro Motion Pressure Drop Testing

Slide 5 / What is the difference between the pressure on the bottom of a pool and the pressure on the water surface? A ρgh B ρg/h C ρ/gh D gh/ρ

Performance Characteristics of Airlift Pumps with Vortex Induced by Tangential Fluid Injection

Middle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr.

TWO PHASE FLOW METER UTILIZING A SLOTTED PLATE. Acadiana Flow Measurement Society

A child places a car of mass 95 g on the track. She adjusts the controller to a power of 4.2 W so the car accelerates from rest for 0.40 s.

γ water = 62.4 lb/ft 3 = 9800 N/m 3

Development of High-speed Gas Dissolution Device

3 1 PRESSURE. This is illustrated in Fig. 3 3.

A centrifugal pump consists of an impeller attached to and rotating with the shaft and a casing that encloses the impeller.

ME 333 Fluid Mechanics. Lab Session VISCOUS LOSSES IN PIPES

1. The principle of fluid pressure that is used in hydraulic brakes or lifts is that:

Experiment Instructions. Circulating Pumps Training Panel

Cover Page for Lab Report Group Portion. Head Losses in Pipes

Quiz name: Chapter 13 Test Review - Fluids

PHY131H1S - Class 23. Today: Fluids Pressure Pascal s Law Gauge Pressure Buoyancy, Archimedes Principle. A little pre-class reading quiz

EFFECTS OF CHEMICAL ADDITIVES ON THE PRESSURE DROP IN THE PIPES

Applied Fluid Mechanics

Gas-liquid mass transfer in an external airlift loop reactor for syngas fermentation

Downhole Gas Separators

Use equation for the cylindrical section and equation or for the ends.

Lab Problems. Lab Problems for Chapter Fluid Characterization by Use of a Stormer Viscometer L-1

Long Win s Educational Facilities for Fluid Mechanics

Assistant Lecturer Anees Kadhum AL Saadi

Comments on Homework. Class 4 - Pressure. Atmospheric Pressure. Gauge vs. Absolute Pressure. 2. Gauge vs. Absolute Pressure. 1.

Flow Charts and Lubricated Transport of Foams

The Discussion of this exercise covers the following points:

Instrumentation & Data Acquisition Systems

PETROLEUM & GAS PROCESSING TECHNOLOGY (PTT 365) SEPARATION OF PRODUCED FLUID

DISTILLATION POINTS TO REMEMBER

FLOATING AND SINKING

Phys101 Lectures Fluids I. Key points: Pressure and Pascal s Principle Buoyancy and Archimedes Principle. Ref: 10-1,2,3,4,5,6,7.

Process Dynamics, Operations, and Control Lecture Notes - 20

Constant Pressure Inlet (CCN) Operator Manual

Joint industry project on foam

Yutaek Seo. Subsea Engineering

Cover Page for Lab Report Group Portion. Drag on Spheres

Notes Chapter 3. Buoyancy

E 158 E 198 E 248. Tank top mounting Connection up to G11 / 4 Nominal flow rate up to 250 l/min e d

ENGINEERING FLUID MECHANICS

EDUCTOR. principle of operation

Best Practices - Coiled Tubing Deployed Ball Drop Type Perforating Firing Systems

STUDY OF SLUG CONTROL TECHNIQUES IN PIPELINE SYSTEMS

E 084 Tank top mounting Connection up to G1 / -16 SAE Nominal flow rate up to 80 l/min / 21.1 gpm

Anchor Load Cells. Among the different types that are used as anchor load cells

New Approaches for Theoretical Estimation of Mass Transfer Parameters in Both Gas-Liquid and Slurry Bubble Columns

Fluid Flow. Link. Flow» P 1 P 2 Figure 1. Flow Model

UNUSUAL ASPECTS OF PUMP SYSTEMS. Jacques Chaurette p. eng. ww.lightmypump.com July 2003

Concentration profile of jet gas in the feed injection zone of a FCC riser

Technical Progress Report. Development of the Instrumentation and Modeling for Heat Transfer Characteristics in CFBC

Comments on Homework. Quiz. Class 3 - Pressure. Atmospheric Pressure. 2. Gauge vs. Absolute Pressure. 1. Definitions. Temperature conversion

3. A fluid is forced through a pipe of changing cross section as shown. In which section would the pressure of the fluid be a minimum?

Design, Static Structural & Model Analysis of Water Ring Vacuum Pump Impeller

12 fa. eel), Ara, Fl eat Mobi eu) r V14,:srholki CV -65 P- 1 1). e2r 46. ve, lactogin. 1 V eil - ( - t Teo. c 1 4 d 4. .'=- tit/ (4 nit) 6 --)

COURSE NUMBER: ME 321 Fluid Mechanics I Fluid statics. Course teacher Dr. M. Mahbubur Razzaque Professor Department of Mechanical Engineering BUET

Lab 3 Introduction to Quantitative Analysis: Pumps and Measurements of Flow

Transcription:

22 CHAPTER 2 EXPERIMENTAL SETUP AND PROCEDURE 2.1 EXPERIMENTAL COLUMN All the experiments were carried out in an internal loop airlift fluidized bed and combined loop fluidized bed (an external down comer connected at the top and bottom of the column), made of perspex column with 0.15 m inner diameter, 1.63 m height, with a flat bottom and draft tube 1.54 m in height with 0.084 m diameter. The external down comer was 0.98 m in height with 0.03 m in diameter. The diameter of the gas-liquid separator was 0.30 m. Figures 2.1 and 2.2 show the schematic diagram of internal loop airlift fluidized bed and combined loop airlift fluidized bed respectively. Figure 2.3 shows the photographic view of experimental setup used in the present study Internal loop airlift fluidized bed consisted of concentric tube and was comprised of different zones such as riser, gas - liquid separator and down comer. The air was sparged through the riser. From the riser gas went to the gas - liquid separator where part or whole gas bubbles were removed. The part of liquid from the separator moved to the internal down comer. The bulk density difference between the riser and down comer caused the liquid to flow, thus the liquid re-entered into the riser; the liquid phase circulates continuously around the loop. In combined loop configuration the liquid from the disengagement section went through the internal down comer as well as external down comer. The bottom clearance between draft tube and gas

23 distributor was 0.09 m and the top clearance between the free-gas liquid level and the draft tube was 0.12 m. Air was sparged through triangular pitch sparger which was 0.08 m in diameter with 180 holes of 0.0008 m diameter each located slightly below the perforated plate. Liquid from the storage tank was pumped into the column using a centrifugal pump and flow rate was measured by calibrated rotameters with an accuracy of 2%. Air was fed to the column through a pressure regulating valve by an oil free compressor. The flow rate of gas was measured and controlled by using gas rotameters with an accuracy of 2 %. Superficial gas and liquid velocities were calculated based on the column diameter. Ball valves were used for simultaneous opening and closing of both air and liquid lines. The densities of the liquids were measured with a specific gravity bottle and the rheological properties of non-newtonian liquids were measured by using Brookfiled Rheometer (Model LVDV-II+). Superficial liquid velocities were varied from 0.001 m s -1 to 0.12 m s -1. Superficial gas velocities were varied from 0.142 x 10-3 m s -1 to 5.662 x 10-3 m s -1.

24 1 6 d c 2 3 2 5 4 7 10 8 12 11 9 1. Degassing zone 2. Riser 3. Downcomer 4. Perforated plate 5. Sparger 6. Pressure taps 7. Manometer 8. Gas rotameter 9. Compressor 10. Liquid rotameter 11. Liquid pump 12. Liquid storage tank Figure 2.1 Schematic diagram of internal loop airlift fluidized bed

25 1 6 d c 13 2 3 2 5 4 7 10 8 12 11 9 1. Degassing zone 2. Riser 3. Downcomer 4. Perforated plate 5. Sparger 6. Pressure taps 7. Manometer 8. Gas rotameter 9. Compressor 10. Liquid rotameter 11. Liquid pump 12. Liquid storage tank 13. External downcomer Figure 2.2 Schematic diagram of combined loop airlift fluidized bed

26 Figure 2.3 Photograph of the experimental setup 2.2 COLUMN OPERATION Initially the column was filled with liquid and then the selected solid particles were dropped into the column one by one. After the column was filled to desired height, air and liquid were introduced into the column. The experiments were carried out by increasing the liquid flow rate in the column by keeping the gas at a constant flow rate. After attaining a steady state, the pressure drop was measured and then the air and liquid flow rates were suddenly stopped by closing the valves simultaneously and the column was disconnected from the air and liquid feed lines and the gas holdup and liquid holdup were measured. After covering the desired range in liquid flow rates, the air flow rate was changed to the next higher value and the experiments were repeated. This procedure was continued to cover a wide range of the liquid and gas flow rates. Volume displacement method was used to measure the gas holdup (Nacef et al 1992 and Miura et al 2001). The liquid

27 holdup was measured by calculating the volume of the liquid available in the column to the total volume of the column and minimum fluidization velocity was determined by visual measurement (Koide et al 1983 and Zhang et al 1995) and compared with pressure drop method (Koide et al 1983). 2.3 SYSTEMS USED In the present work, water, 5% n-butanol and various concentrations of commercial grade glycerol (60% and 80%) were used as Newtonian fluids (and different concentrations of carboxy methyl cellulose (0.25%, 0.6% and 1.0%) were used as non-newtonian liquids. Different diameters of spheres, Bearl saddles and Raschig rings were used as solid phases. All the experiments were carried out in an atmospheric temperature with oil free compressed air as gas phase. After attaining the steady state, readings were taken and the error was found to be less than ± 3%. A minimum of 3-5 readings were taken and the average value was used for calculations. The properties of solid particles and liquids used in the present study are given in Tables 2.1 and 2.2. Table 2.1 Properties of solid particles used in the present study Sl.No Particle description Size, dp, m Density, kg m -3 p Sphericity 1 Spheres 0.001 2478 1 2 Spheres 0.002 2478 1 3 Spheres 0.003 2478 1 4 Spheres 0.004 2478 1 5 Spheres 0.005 2478 1 6 Spheres 0.006 2478 1 7 Spheres 0.01036 2478 1 8 Bearl saddle 0.00658 2213 0.33 9 Bearl saddle 0.0115 2456 0.33 10 Raschig ring 0.00351 2173 0.58 11 Raschig ring 0.01366 2083 0.58

28 Table 2.2 Properties of liquids used in the present study Density of Surface Viscosity Type of liquids liquids,( L ) kg m -3 tension L ) N m -1 K kg m -1 s n-2 n Water 1000 0.0700 0.00083 1 5% n-butanol (Commercial grade) 80% Glycerol (Commercial grade) 60% Glycerol (Commercial grade) 1008 0.0350 0.00098 1 1180 0.0650 0.030 1 1155 0.0660 0.0185 1 0.25% CMC 1026 0.0730 0.0197 0.87 0.6% CMC 1020 0.0735 0.0308 0.86 1.0% CMC 1017 0.0740 0.0565 0.85 2.4 MEASUREMENT OF LIQUID PROPERTIES The properties of the liquids were measured at room temperature. The densities of the liquids were measured with a specific gravity bottle and the viscous properties of Newtonian and non-newtonian liquids were measured by using Brookfield Rheometer (Model LVDV-II+). The surface tension was measured by the drop weight method. Three to five experiments were conducted for the determination of liquid properties like density, surface tension, viscosity and the average value from the experiments was used for the calculations. Same static bed height was maintained for all experiments. 2.5 MEASUREMENT OF LIQUID HOLDUP The air and liquid flow rates were allowed to attain a steady state condition and both these flow rates were suddenly stopped by closing the

29 valves simultaneously. Then the liquid holdup was measured by using the following equation. l Volumeof theliquid Total volumeof thecolumn (2.1) 2.6 MEASUREMENT OF GAS HOLDUP Gas holdup was measured by volume displacement method (Nacef et al 1992 and Miura et al 2001).The air and liquid flow rates were allowed to attain a steady state condition and both these flow rates were suddenly stopped by closing the valves simultaneously and then the column was filled with liquid. After simultaneously closing the valves the height of the liquid in the column gets decreased. This decreased volume can be measured by filling liquid. The ratio of difference between the total volume of the column and volume of liquid used to fill the column to the total volume of the column gave the gas holdup. 2.7 MEASUREMENT OF MINIMUM FLUIDIZATION VELOCITY In visual observation method, the velocity at which the first particle move upwards is taken as minimum fluidization velocity. Minimum fluidization velocity was determined by visual observation method (Koide et al 1984, Zhang et al 1995). The minimum fluidization velocity results obtained by visual observation were compared with the results obtained from pressure drop method (Koide et al 1984). The deviation was found to be less than ± 5%.