Column Design. Gavin Duffy School of Electrical Engineering Systems DIT, Kevin Street



Similar documents
Chapter 3. Table E-1. Equilibrium data for SO 2 at 1 atm and 20 o C. x y

Fluid Mechanics: Static s Kinematics Dynamics Fluid

Experiment 3 Pipe Friction

Tray Distillation Columns. Efficiency, Flooding & Weeping

01 The Nature of Fluids

= 800 kg/m 3 (note that old units cancel out) J 1000 g = 4184 J/kg o C

Pipe Flow-Friction Factor Calculations with Excel

Lecture 24 - Surface tension, viscous flow, thermodynamics

For Water to Move a driving force is needed

What is the most obvious difference between pipe flow and open channel flow????????????? (in terms of flow conditions and energy situation)

FLUID FLOW Introduction General Description

Open Channel Flow. M. Siavashi. School of Mechanical Engineering Iran University of Science and Technology

Forces. Definition Friction Falling Objects Projectiles Newton s Laws of Motion Momentum Universal Forces Fluid Pressure Hydraulics Buoyancy

Basic Principles in Microfluidics

Lecture 5 Hemodynamics. Description of fluid flow. The equation of continuity

Fluids and Solids: Fundamentals

WEEK 1. Engineering Calculations Processes Process Variables

Heat Transfer Prof. Dr. Ale Kumar Ghosal Department of Chemical Engineering Indian Institute of Technology, Guwahati

CEE 370 Fall Laboratory #3 Open Channel Flow

When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.

MATLAB AS A PROTOTYPING TOOL FOR HYDRONIC NETWORKS BALANCING

INVESTIGATION OF FALLING BALL VISCOMETRY AND ITS ACCURACY GROUP R1 Evelyn Chou, Julia Glaser, Bella Goyal, Sherri Wykosky

Distillation Principles

Experiment (13): Flow channel

Liquid Distributors. Liquid Redistribution. Liquid Distribution. INTALOX Distributors

Mercury is poured into a U-tube as in Figure (14.18a). The left arm of the tube has crosssectional

Head Loss in Pipe Flow ME 123: Mechanical Engineering Laboratory II: Fluids

Chapter 10. Flow Rate. Flow Rate. Flow Measurements. The velocity of the flow is described at any

EXAMPLE: Water Flow in a Pipe

4.What is the appropriate dimensionless parameter to use in comparing flow types? YOUR ANSWER: The Reynolds Number, Re.

11.6 Formulas to be used when changing atmosphere in an tank

Design Guidelines for Using Distillation Simulation Software in the Field

Physics 101 Hour Exam 3 December 1, 2014

Diffusion and Fluid Flow

Coupling Forced Convection in Air Gaps with Heat and Moisture Transfer inside Constructions

The value of the wastewater flow used for sewer design is the daily peak flow. This can be estimated as follows:

Lecture 9, Thermal Notes, 3.054

Piping Hydraulic Line Design and Sizing Software KLM Technology Group

Viscous flow in pipe

Laminar and Turbulent flow. Flow Sensors. Reynolds Number. Thermal flow Sensor. Flow and Flow rate. R = Mass Flow controllers

STEAM TURBINE 1 CONTENT. Chapter Description Page. V. Steam Process in Steam Turbine 6. VI. Exhaust Steam Conditions, Extraction and Admission 7

Differential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation

B) 286 m C) 325 m D) 367 m Answer: B

In-situ Density Determination by Sand Replacement Method

AS1 MOLES. oxygen molecules have the formula O 2 the relative mass will be 2 x 16 = 32 so the molar mass will be 32g mol -1

q = 6.74x1 = mg/l x 3.78x10 L/d = 3.4x10 mg / day a) Single CMFR mg/g C Organic Load = Carbon requirement = 6.74 mg 1000 g C inf = 10 mg/l

Chapter 13 - Solutions

Physics 1114: Unit 6 Homework: Answers

XI / PHYSICS FLUIDS IN MOTION 11/PA

A LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW ASME Fluids Engineering Division Summer Meeting

Heat Pipe, selection of working fluid

NUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES

L r = L m /L p. L r = L p /L m

Flow Measurement. Reference - Flow Measurement FUNDAMENTALS. ρ = fluid density (lb/ft3 or kg/m3)

F321 MOLES. Example If 1 atom has a mass of x g 1 mole of atoms will have a mass of x g x 6.02 x = 7.

Lesson 3 - Understanding Energy (with a Pendulum)

Exergy Analysis of a Water Heat Storage Tank

FLUID DYNAMICS. Intrinsic properties of fluids. Fluids behavior under various conditions

Three Methods for Calculating the Buoyant Force Gleue: Physics

C B A T 3 T 2 T What is the magnitude of the force T 1? A) 37.5 N B) 75.0 N C) 113 N D) 157 N E) 192 N

CONTROL VALVE PRESSURE DROP AND SIZING

2.016 Hydrodynamics Reading # Hydrodynamics Prof. A.H. Techet

10.7 Kinetic Molecular Theory Kinetic Molecular Theory. Kinetic Molecular Theory. Kinetic Molecular Theory. Kinetic Molecular Theory

Comparing Air Cooler Ratings Part 1: Not All Rating Methods are Created Equal

OUTCOME 3 TUTORIAL 5 DIMENSIONAL ANALYSIS

CHAPTER 9 CHANNELS APPENDIX A. Hydraulic Design Equations for Open Channel Flow

measurement, but almost any pipe elbow can be calibrated Elbow meters are not as potentially accurate as venturi,

Chapter 4 Atmospheric Pressure and Wind

Open channel flow Basic principle

SIMPLIFIED METHOD FOR ESTIMATING THE FLIGHT PERFORMANCE OF A HOBBY ROCKET

Open Channel Flow Measurement Weirs and Flumes

Pressure drop in pipes...

Molar Mass of Polyvinyl Alcohol by Viscosity

THE KINETIC THEORY OF GASES

FLUID FLOW AND MIXING IN BIOREACTORS (Part 2 of 2)

Contamination Transport from Wafer to Lens

Buoyant Force and Archimedes Principle

Hydraulics Laboratory Experiment Report

PHYS-2010: General Physics I Course Lecture Notes Section XIII

State Newton's second law of motion for a particle, defining carefully each term used.

5.2. Vaporizers - Types and Usage

Saeid Rahimi. Effect of Different Parameters on Depressuring Calculation Results. 01-Nov Introduction. Depressuring parameters

How does snow melt? Principles of snow melt. Energy balance. GEO4430 snow hydrology Energy flux onto a unit surface:

Natural Convection. Buoyancy force

Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506. Presented by:

Spreadsheet Use for Partially Full Pipe Flow Calculations

WATER AND WASTEWATER TREATMENT TECHNOLOGIES - Air Stripping in Industrial Wastewater Treatment - A. Srinivasan, P. Chowdhury, T.

FLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER

39th International Physics Olympiad - Hanoi - Vietnam Theoretical Problem No. 3

Overall pressure balance and system stability in a liquid solid circulating fluidized bed

Model of a flow in intersecting microchannels. Denis Semyonov

4. Introduction to Heat & Mass Transfer

Convection in water (an almost-incompressible fluid)

Lecture 9 Solving Material Balances Problems Involving Non-Reactive Processes

Statistical Mechanics, Kinetic Theory Ideal Gas. 8.01t Nov 22, 2004

1. Fluids Mechanics and Fluid Properties. 1.1 Objectives of this section. 1.2 Fluids

2.0 BASIC CONCEPTS OF OPEN CHANNEL FLOW MEASUREMENT

Kinetic Theory of Gases

Practice Problems on Pumps. Answer(s): Q 2 = 1850 gpm H 2 = 41.7 ft W = 24.1 hp. C. Wassgren, Purdue University Page 1 of 16 Last Updated: 2010 Oct 29

Transcription:

Column Design Gavin Duffy School of Electrical Engineering Systems DIT, Kevin Street

Learning Outcomes After this lecture you should be able to. Explain why the ratio of vapour and liquid velocities is important Describe how the vapour velocity can be calculated Calculate the volumetric flow of vapour Determine the cross sectional area and diameter of the column

Column Design Steps Flowrates - Carry out a mass balance to determine mass/molar flowrates of feed, distillate and bottoms and of vapour and liquid in both sections of the column Column height - Determine the number of equilibrium stages. Choose a tray or packing and divide number of equilibrium stages by tray efficiency to get actual number of plates or total height of packing. Also, for plates, choose the plate spacing and depth Column diameter determine the vapour velocity and divide vapour flowrate by velocity to give area Now have a rough idea as to column size and number of trays or height of packing

Liquid and Vapour flow Vapour flow rate can cause entrainment and flooding if too high and weeping if too low Vapour flow rate Entrainment Entrainment Flooding Operating Region Weep point Excessive Weeping Dump Point Downcomer Flooding Liquid flow rate

Vapour Velocity Vapour velocities are determined for both the rectifying and stripping sections of the column. They may be different. If too low, weeping occurs liquid flows through the holes in the sieve tray, for example. If too high flooding will occur and liquid will back to the next plate. High velocity can reduce plate efficiency because the contact time between the phases is reduced. The correct velocity is somewhere in between. The correct velocity depends on the tray type. Calculate the upper limit for velocity at the point at which flooding occurs. A design velocity of 80 to 85% of the flooding velocity is then used (ref C&R Vol 6, 11.13).

Flooding Velocity Calculation For either section, the flooding velocity is estimated from the following equation: u f K = 1 ρl ρv ρ v Whereu f = flooding velocity m/s K 1 = a coefficient obtained from a chart ρ L = liquid density ρ v = vapour density

Flooding Velocity contd A chart of K 1 versus F LV is available in most books on distillation (McCabe Smith, C & R, etc.). The chart is specific to the type of tray, e.g. sieve. The spacing between the plates must be known. F LV is the liquid vapour flow factor and is given by: F LV = L V w w ρv ρ WhereL w = liquid mass flow rate kg/s V w = vapour mass flow rate kg/s ρ L = liquid density ρ v = vapour density Some restrictions do apply to this chart such as minimum hole diameter, weir height, non foaming system, liquid surface tension. L

Chart of K 1 versus F LV From C & R, Vol VI, 3 rd Ed., p567

Vapour Density Calculation If the vapour density is unknown, then it can be calculated using the ideal gas law: PV =nrt WhereP = column pressure V = volume of gas (unknown) n = no. of mols, I.e. the kmol in kmol/hr or can do on a 1 mol basis R = universal gas constant, 8.314 J/K T = temperature of vapour Calculate V using the above equation Then determine density by multiplying by the molecular weight and dividing by V.

Density calculation example What is the density of air outside your airplane window? T = T o + H.k T o = Temp at ground level (25 degc) H = height (m) k is temp gradient over height = -0.0065 degc/m P = P o (1 + H.k/T o ) gm/-rk P o = atmoshperic pressure g = acceleration due to gravity M = molecular weight R = universal gas constant From above we get P and T for air at this elevation Now, determine the density (Should be about 0.4 kg/m 3 for an elevation of 10,000m)

Column Diameter The vapour flow rate in either section of the column is obtained from the mass balance in kmol/hr. This is converted to m 3 /s as follows: m 3 /s = (kmol/hr x mol wt.)/(density x 3600) From the continuity equation, q = va. Since we know the velocity and the flow rate we can determine the cross sectional area and from that the diameter. Two different velocities will give two different diameters. The same column diameter (the larger) can be used for the entire column to simplify construction. In this case, the plates in the lower velocity section will have less perforations.

Check for weeping It is good practice to check that weeping will not occur. For weeping the vapour velocity through the holes in the tray is important. This is obtained by dividing the minimum vapour flow rate (m 3 /s) by the area available for flow, I.e. the total hole area. This is compared to the vapour velocity at which weeping starts to occur which is given by: [ K2 0.90( 25.4 dh) ] uh = ρ Where d h = hole dimeter and K 2 is obtained from a chart. The minimum velocity must be greater than the weep velocity. v

Tray Spacing Tray spacing determines the column height. Plates are typically spaced 0.15 to 1m apart If diameter is > 1m, use a plate spacing of 0.5m

Packed Columns Pressure drop < 1000 Pa per m height of packing (1.5 per ft in Seader & Henley, 2 nd ed., p233) Nominal packing diameter < 1/8 th column diameter Vapour Liquid flow factor calculated as before (F LV ) Another chart is used of F LV versus Y with lines of constant pressure drop per length of packing The Y factor contains the gas velocity we are looking for aswell as correction factors for gas density, liquid density and liquid viscosity (the chart was prepared using data based on trials using water) This is known as the Generalised Pressure Drop Correlation, GPDC

GPDC Chart (example only) F LV

Y Factor for packed column Y = u 2 o F g u o = gas velocity P ρ ρ H 2 g O ( L ) f ( ρ ) f( µ ) L L F P = packing factor from a table of properties for packings g = gravity ρ g = density of gas f(ρ L ) = liquid density correction factor f(µ L ) = liquid viscosity correction factor

How to calculate column diameter 1. Calculate F LV 2. Decide on flooding pressure drop 3. Read value for Y from chart 4. Rearrange eqn to get u v,f 5. Use continuity eqn to get c.s.a. and then diameter

Packed versus Plate Columns For D < 0.6m packing is cheaper Packing can be made from inert/chem resistant material so good for corrosive Good efficiency with low P so good for vacuum Packed column copes better with foaming liquid Holdup of liquid is low Plates can be easier to clean Packing can break more easily High liquid rates more economical in plate column Low liquid rates less of a problem in plate column (incomplete wetting of packing)