1) The document presents the process and mechanical design of a packed bed extractor to extract 96% of benzene from a feed mixture of 78% 1-hexene and 22% benzene using tetra-methylene sulphone as the solvent.
2) Key steps in the process design include determining the equilibrium curve, mass flow rates, minimum solvent rate, dispersed and continuous phase properties, flooding velocity, column diameter, mass transfer coefficient, number of transfer units, and column height.
3) Key steps in the mechanical design include determining the shell and head thickness, stresses from various loads, internal packing support, and distributor specifications. Lessing rings are identified as the optimum packing material.
Calibrating a CFD canopy model with the EC1 vertical profiles of mean wind sp...Stephane Meteodyn
For some projects, applying the basic rules of EC1 is not sufficient, and it is required to get a more accurate estimation of the wind speed on the construction site. This can be done by using computational fluid dynamics codes which have the advantage, both to take into account of the terrain inhomogeneity and to calculate 3D orographic effects. In this way, the orography and roughness effects are coupled as they are in the real world. However, applying CFD computations must be in coherence with EC1 code. Then it is necessary to calibrate the ground friction for low roughness terrains as well as the drag force and turbulence production in case of high roughness lengths due to the presence of a canopy (forests or built areas). That is the condition for such methods to be commonly used and agreed by Building Control Officers. In this mind, TopoWind has been developed especially for wind design applications and can be a very useful, practical and objective tool for wind design engineers. The canopy model implemented in TopoWind has been calibrated in order to get the mean wind and turbulence profiles as defined in the EC1 for standard terrains. In this way, TopoWind computations satisfy the continuity between the EC1 values for homogeneous terrains and the more complex cases involving inhomogeneous roughness or orographic effects
Episode 39 : Hopper Design
Problem:
1 -experiments with shear box jenike on a particulate catalyst to give the family
yield locus as in 1. given that the bulk density is 1000 kg/m3 particulates and wall friction angle is 15
a-from design chart silo cone, do design a mass flow hopper for the material.
b-if the average size is 100 um, calculate the discharge flow rate passing through the discharge opening
2 - For the above materials using stainless steel is required to store 1000 tons of particulate in it. Coefficient of friction at the wall is given as 0.45 for each value and the formula that you use the appropriate justify the design.
a - draw the dimensions of the silo you and draw a vertical stress profile and the wall of the silo whole time say powerful particle
b- specify the maximum vertical stress and the wall of the silo you
c - if you use several different approaches in the design you provide appropriate recommendations to your employer for work before the end of the casting device fabrication started.
d - if problems such as the formation of the entrance are available after a certain time interval suggest measures - flow improvement measures to be taken to your employer
SAJJAD KHUDHUR ABBAS
Ceo , Founder & Head of SHacademy
Chemical Engineering , Al-Muthanna University, Iraq
Oil & Gas Safety and Health Professional – OSHACADEMY
Trainer of Trainers (TOT) - Canadian Center of Human
Development
Content;
1. Top spherical dome.
2. Top ring beam.
3. Cylindrical wall.
4. Bottom ring beam.
5. Conical dome.
6. Circular ring beam.
The basics of enticing water tank design and the related components are broadly calculated in this document. The next few documents will demonstrate the design of Intze tank members like column, bracing and foundation. Keep following the updates.....
As always I am pleased to post you an interesting presentation on Integrated Civil Engineering Design Coure. If you found it helpy you may make use of it. Please leave your feedbacks.
Analysis of Catalyst Support Ring in a pressure vessel based on ASME Section ...ijsrd.com
In reactors, catalyst support rings and tray support rings that support heavy catalyst beds and catalyst support grids, are subjected to high pressure and temperature and other dead loads, so their safe design is essential as they are critical parts in a reactor and their finite element analysis is carried out using ASME Sec VIII Div.2 in the industry. Analysis of skirt support to bottom head junction is also very important as this welded joint is subjected to wind loads, seismic loads, dead loads, high thermal gradient etc. The skirt support supports the whole reactor so the welded joint must be strong enough to endure stresses due to various reasons. This safety can be determined using FEA software using ASME Sec VIII Div.2.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
1. CL-304 (PED-II)
Instructor: Prof. Ashok Kumar Dasmahapatra
Group 8
PROCESS EQUIPMENT DESIGN
TERM PROJECT
Process & Mechanical Design of a Packed Bed Extractor
Group Members:
Namrata Das (130107034)
Nayan Gupta (130107035)
Nilesh Raj (130107036)
Niraj Chetry (130107037)
2. Problem Statement:
Extraction of Benzene is desired from a mixture of Benzene &
1-Hexene containing 78 mole% 1-Hexene and 22 mole% Benzene.
Flow rate of the feed solution is 6000 kg/hr.
Tetra-methylene Sulphone is to be used as the solvent for 96%
extraction of benzene from the feed mixture.
5. Solution Procedure: Process calculations
1. Equilibrium Curve:
o Plot the right-angled ternary plot
2. Raffinate & Extract Phase Mass Flow Rates:
o Use stoichiometric calculations to find these two
3. Minimum Solvent Rate:
o Calculate the minimum solvent rate for extraction by locating Δm on the ternary plot
4. Equilibrium Solute Concentration in Extract:
o Total material balance & solute balance gives => yE
5. Packing Material Specifications:
o Using 3 different types of packing material
- Raschig Rings
- Lessing Rings
- Berl Saddles
(Image Source: Google Image Search)
6. 6. Flooding Velocity:
o The flooding velocity for the dispersed phase & continuous phase is calculated using
the correlation:
(Ref: A.Suryanarayna, page:551, for correlation)
7. Column Diameter:
o Using flooding velocity & mass flow rate, find the column diameter
8. Dispersed phase hold-up (ф):
o Solve the cubic equation - UD + UC (ф/1- ф) = Vo ε ф(1-ф); where, Vo = C[aP ρC / ε3gΔρ]-0.5
to get the values of ф
o Select the root such as ф <0.52
9. Mass Transfer Coefficient (Koca):
o Calculate Schmidt’s No. for both phases and use packing specifications and the above
value of ф along with the avg. coefficient distribution(m) from equilibrium data to
calculate Koca
Solution Procedure: Process calculations
7. 10. Height of Transfer Units (HtoC):
o Using continuous phase velocity (UC) & mass transfer coefficient (Koca) to get HtoC
11. No. of Transfer Units (NtoC):
o Using yE found from material balance and xF* found from the equilibrium curve, find
NtoC using the following:
NtoC = xRʃxF dx/(x-x*) ~ (xF-xR)/(x-x*)M
where, (x-x*)M = [(xF-xF*)-(xR-xR*)]/[ln(xF-xF*)/(xR-xR*)]
12. Column Height:
o Using the above two values of HtoC & NtoC , we get the column height: H = HtoC * NtoC
13. Comparison of Packing Materials:
o We repeat the steps 1-11 for each of the packing material type and tabulate the results
to compare all 3 types of material choice:
It is evident from the calculated results that “Lessing Rings” would be the optimum
choice as a packing material for the desired extraction
Solution Procedure: Process calculations
8. Mechanical Design: Specifications
Diameter of the tower, Di =1m
Height of the tower, H = 2.9m
Working Pressure = 1atm =10.1325 kg/cm2= 0.101325 MPa
Design Pressure, P = 1.13atm = 11.4497 kg/cm2= 0.114497 MPa
Shell Material: Plain Carbon Steel, Grade 2B (IS : 2002-1962)
Permissible Tensile Stress, ft = 950 kg/cm2 ~ 95 MPa
Insulation thickness = 100mm
Density of insulation = 770 kg/m3
Top disengaging space= 1m
Bottom separator space= 1m
Density of material of column = 7700 kg/m3
Wind Pressure = 130 kg/m2 ~ 1.275MPa
9. Mechanical Design: Calculations
1. Shell Thickness:
o Using the formula: ts = PDi/(2fJ+P) + c , we get the shell thickness
2. Head Design:
o Working Pressure Range: 0.1~1.5 MPa
Choice of Head: Shallow dished & Torispherical
We calculate the thickness of head by: t= PDoC/2fJ
3. Stress calculations:
o Stress in the mechanical design due to various contributors are calculated:
Axial Stress (compressive): fap= PD/4(ts-c)
Compressive stress due to weight of shell upto a distance ‘x’ : fds=ρsgx
Compressive stress due to weight of insulation: fd(ins)= ᴨDinstinsρins / ᴨDmt
Compressive stress due to weight of liquid and tray: fdl= Wliq/ ᴨDm(ts-c)
Stress due to weight of attachments: fd(att)= Wa/ᴨDmt
Total compressive dead weight stress at height ‘x’: fdb= fap+fds+fd(ins)+fdl
Stress due to wind load at distance ‘x’: fws= 1.4Pwx2/ ᴨDot
Stress in upwind side: fmax=fws+fap-fds
Stress in downwind side: fmax=fws+fap+fds
Calculating the failure location ‘x’ verifies the earlier calculated value of “Column Height”
10. Mechanical Design: Specifications
4. Internal Packing Support:
o For column diameter upto 1.2m, we can use the GIS/EMS Random Packing Support
Grid in such small columns
(Ref: Internals for packed column, SULZER Chemtech)
5. Distributor:
o For low interfacial tension value in LLX, Extraction Distributor VRX can be used.
(Ref: Internals for packed column, SULZER Chemtech)
11. Results: Design Details
The design specifications based on the optimum choice of packing material are listed below:
13. Bibliography:
Mass Transfer Operations, 3e, Robert E. Treybal
Mass Transfer Operations, A. Suryananarayana
Mass Transfer Operations, B.K.Dutta
Packed Tower Design & Applications, Ralph F. Strigle
Perry’s Handbook, 8th Edition, Section-15, Mc Graw Hill Education
Packed Column Design & Performance, L.Klemas & J.A.Bonilla
Structured Packings: for Distillation, Absorption & Reactive Distillation,
by SULZER Chemtech Ltd.
Liquid-Liquid Extraction Technology, by SULZER Chemtech Ltd.
Design Practice for Packed Liquid-Liquid Extraction Column, by SULZER
Chemtech Ltd.
Internals for Packed Columns, by SULZER Chemtech Ltd.