The document discusses fluid mechanics notes that were prepared by Rahul Sinha to help students who want to self-prepare for GATE CE. It provides fluid mechanics content for revision purposes to assist talented students who are willing to work hard. Feedback on the notes is requested.
Solid Mechanics: Bending moment and shear force in statically determinate beams;
Simple stress and strain relationships; Theories of failures; Simple bending theory, flexural
and shear stresses, shear centre; Uniform torsion, buckling of column, combined and
direct bending stresses.
Foundation Engineering: Sub-surface investigations—scope, drilling bore holes, sampling, plate load test, standard
penetration and cone penetration tests; Earth pressure theories—Rankine and Coulomb; Stability of slopes—finite and
infinite slopes, method of slices and Bishop’s method; Stress distribution in soils—Boussinesq’s and Westergaard’s
theories, pressure bulbs; Shallow foundations—Terzaghi’s and Meyerhoff’s bearing capacity theories, effect of water table;
Combined footing and raft foundation; Contact pressure; Settlement analysis in sands and clays; Deep foundations—types
of piles, dynamic and static formulae, load capacity of piles in sands and clays, pile load test, negative skin friction.
Mathematics and Apti for GATE
Linear Algebra: Matrix algebra; Systems of linear equations; Eigen values and Eigen vectors.
Calculus: Functions of single variable; Limit, continuity and differentiability; Mean value theorems, local maxima and
minima, Taylor and Maclaurin series; Evaluation of definite and indefinite integrals, application of definite integral to
obtain area and volume; Partial derivatives; Total derivative; Gradient, Divergence and Curl, Vector identities, Directional
derivatives, Line, Surface and Volume integrals, Stokes, Gauss and Green’s theorems.
Ordinary Differential Equation (ODE): First order (linear and non-linear) equations; higher order linear equations with
constant coefficients; Euler-Cauchy equations; Laplace transform and its application in solving linear ODEs; initial and
boundary value problems.
Partial Differential Equation (PDE): Fourier series; separation of variables; solutions of one-dimensional diffusion
equation; first and second order one-dimensional wave equation and two-dimensional Laplace equation.
Probability and Statistics: Definitions of probability and sampling theorems; Conditional probability; Discrete Random
variables: Poisson and Binomial distributions; Continuous random variables: normal and exponential distributions;
Descriptive statistics - Mean, median, mode and standard deviation; Hypothesis testing.
Numerical Methods: Accuracy and precision; error analysis. Numerical solutions of linear and non-linear algebraic
equations; Least square approximation, Newton’s and Lagrange polynomials, numerical differentiation, Integration by
trapezoidal and Simpson’s rule, single and multi-step methods for first order differential equations
Transportation Infrastructure: Highway alignment and engineering surveys; Geometric design of highways—crosssectional elements, sight distances, horizontal and vertical alignments; Geometric design of railway track; Airport runway
length, taxiway and exit taxiway design.
Highway Pavements: Highway materials—desirable properties and quality control tests; Design of bituminous paving
mixes; Design factors for flexible and rigid pavements; Design of flexible pavement using IRC: 37—2012; Design of rigid
pavements using IRC: 58—2011; Distresses in concrete pavements.
Traffic Engineering: Traffic studies on flow, speed, travel time—delay and O-D study, PCU, peak hour factor, parking
study, accident study and analysis, statistical analysis of traffic data; Microscopic and macroscopic parameters of traffic flow,
fundamental relationships; Control devices, signal design by Webster’s method; Types of intersections and channelization;
Highway capacity and level of service of rural highways and urban roads.
Structural Analysis: Statically determinate and indeterminate structures by force/ energy
methods; Method of superposition; Analysis of trusses, arches, beams, cables and frames;
Displacement methods: Slope deflection and moment distribution methods; Influence
lines; Stiffness and flexibility methods of structural analysis.
Soil Mechanics: Origin of soils, soil structure and fabric; Three-phase system and phase relationships, index properties;
Unified and Indian standard soil classification system; Permeability—one dimensional flow, Darcy’s law; Seepage through
soils—two-dimensional flow, flow nets, uplift pressure, piping; Principle of effective stress, capillarity, seepage force
and quicksand condition; Compaction in laboratory and field conditions; One-dimensional consolidation, time rate of
consolidation; Mohr’s circle, stress paths, effective and total shear strength parameters, characteristics of clays and sand
Foundation Engineering: Sub-surface investigations—scope, drilling bore holes, sampling, plate load test, standard
penetration and cone penetration tests; Earth pressure theories—Rankine and Coulomb; Stability of slopes—finite and
infinite slopes, method of slices and Bishop’s method; Stress distribution in soils—Boussinesq’s and Westergaard’s
theories, pressure bulbs; Shallow foundations—Terzaghi’s and Meyerhoff’s bearing capacity theories, effect of water table;
Combined footing and raft foundation; Contact pressure; Settlement analysis in sands and clays; Deep foundations—types
of piles, dynamic and static formulae, load capacity of piles in sands and clays, pile load test, negative skin friction.
Solid Mechanics: Bending moment and shear force in statically determinate beams;
Simple stress and strain relationships; Theories of failures; Simple bending theory, flexural
and shear stresses, shear centre; Uniform torsion, buckling of column, combined and
direct bending stresses.
Foundation Engineering: Sub-surface investigations—scope, drilling bore holes, sampling, plate load test, standard
penetration and cone penetration tests; Earth pressure theories—Rankine and Coulomb; Stability of slopes—finite and
infinite slopes, method of slices and Bishop’s method; Stress distribution in soils—Boussinesq’s and Westergaard’s
theories, pressure bulbs; Shallow foundations—Terzaghi’s and Meyerhoff’s bearing capacity theories, effect of water table;
Combined footing and raft foundation; Contact pressure; Settlement analysis in sands and clays; Deep foundations—types
of piles, dynamic and static formulae, load capacity of piles in sands and clays, pile load test, negative skin friction.
Mathematics and Apti for GATE
Linear Algebra: Matrix algebra; Systems of linear equations; Eigen values and Eigen vectors.
Calculus: Functions of single variable; Limit, continuity and differentiability; Mean value theorems, local maxima and
minima, Taylor and Maclaurin series; Evaluation of definite and indefinite integrals, application of definite integral to
obtain area and volume; Partial derivatives; Total derivative; Gradient, Divergence and Curl, Vector identities, Directional
derivatives, Line, Surface and Volume integrals, Stokes, Gauss and Green’s theorems.
Ordinary Differential Equation (ODE): First order (linear and non-linear) equations; higher order linear equations with
constant coefficients; Euler-Cauchy equations; Laplace transform and its application in solving linear ODEs; initial and
boundary value problems.
Partial Differential Equation (PDE): Fourier series; separation of variables; solutions of one-dimensional diffusion
equation; first and second order one-dimensional wave equation and two-dimensional Laplace equation.
Probability and Statistics: Definitions of probability and sampling theorems; Conditional probability; Discrete Random
variables: Poisson and Binomial distributions; Continuous random variables: normal and exponential distributions;
Descriptive statistics - Mean, median, mode and standard deviation; Hypothesis testing.
Numerical Methods: Accuracy and precision; error analysis. Numerical solutions of linear and non-linear algebraic
equations; Least square approximation, Newton’s and Lagrange polynomials, numerical differentiation, Integration by
trapezoidal and Simpson’s rule, single and multi-step methods for first order differential equations
Transportation Infrastructure: Highway alignment and engineering surveys; Geometric design of highways—crosssectional elements, sight distances, horizontal and vertical alignments; Geometric design of railway track; Airport runway
length, taxiway and exit taxiway design.
Highway Pavements: Highway materials—desirable properties and quality control tests; Design of bituminous paving
mixes; Design factors for flexible and rigid pavements; Design of flexible pavement using IRC: 37—2012; Design of rigid
pavements using IRC: 58—2011; Distresses in concrete pavements.
Traffic Engineering: Traffic studies on flow, speed, travel time—delay and O-D study, PCU, peak hour factor, parking
study, accident study and analysis, statistical analysis of traffic data; Microscopic and macroscopic parameters of traffic flow,
fundamental relationships; Control devices, signal design by Webster’s method; Types of intersections and channelization;
Highway capacity and level of service of rural highways and urban roads.
Structural Analysis: Statically determinate and indeterminate structures by force/ energy
methods; Method of superposition; Analysis of trusses, arches, beams, cables and frames;
Displacement methods: Slope deflection and moment distribution methods; Influence
lines; Stiffness and flexibility methods of structural analysis.
Soil Mechanics: Origin of soils, soil structure and fabric; Three-phase system and phase relationships, index properties;
Unified and Indian standard soil classification system; Permeability—one dimensional flow, Darcy’s law; Seepage through
soils—two-dimensional flow, flow nets, uplift pressure, piping; Principle of effective stress, capillarity, seepage force
and quicksand condition; Compaction in laboratory and field conditions; One-dimensional consolidation, time rate of
consolidation; Mohr’s circle, stress paths, effective and total shear strength parameters, characteristics of clays and sand
Foundation Engineering: Sub-surface investigations—scope, drilling bore holes, sampling, plate load test, standard
penetration and cone penetration tests; Earth pressure theories—Rankine and Coulomb; Stability of slopes—finite and
infinite slopes, method of slices and Bishop’s method; Stress distribution in soils—Boussinesq’s and Westergaard’s
theories, pressure bulbs; Shallow foundations—Terzaghi’s and Meyerhoff’s bearing capacity theories, effect of water table;
Combined footing and raft foundation; Contact pressure; Settlement analysis in sands and clays; Deep foundations—types
of piles, dynamic and static formulae, load capacity of piles in sands and clays, pile load test, negative skin friction.
Soil Mechanics: Origin of soils, soil structure and fabric; Three-phase system and phase relationships, index properties;
Unified and Indian standard soil classification system; Permeability—one dimensional flow, Darcy’s law; Seepage through
soils—two-dimensional flow, flow nets, uplift pressure, piping; Principle of effective stress, capillarity, seepage force
and quicksand condition; Compaction in laboratory and field conditions; One-dimensional consolidation, time rate of
consolidation; Mohr’s circle, stress paths, effective and total shear strength parameters, characteristics of clays and sand.
Compass surveying
Bearing
Whole circle bearing and reduced bearing
Conversion of bearings
Computation of angles
Declination and dip
Local attraction
Isogonic Lines
Agonic Lines
Detecting local attraction
For detecting local attraction it is necessary to take both fore bearing and back bearing for each line.
If the difference is exactly 180°, the two stations may be considered as not affected by local
attraction.
If difference is not 180°, better to go back to the previous station and check the fore bearing. If that
reading is same as earlier, it may be concluded that there is local attraction at one or both stations.
What is pointing?
Scope of pointing
Method of pointing
What is plastering?
Objective of plastering
Lime plaster
Cement plaster
Gypsum plaster (plaster of Paris)
Water proof plaster of Mortar
Heat resistant plasters
Defects in plastering
1.Stretcher bond
2.Header bond
3.English bond and
4.Flemish bond.
what is ventilation?
Functional requirements of a Ventilation system
Natural ventilation
•Mechanical ventilation
Single sided ventilation
Single sided double ventilation
Cross ventilation
Stack effect
Artificial ventilation
What is roof?
Types of roofs
Gable roof
Hip roof
Dutch hip roof
Valley shapes
The cost of production/Chapter 7(pindyck)RAHUL SINHA
content
•MEASURING COST: WHICH COSTS MATTER?
•Fixed and variable cost
•Fixed versus sunk cost
•Amortizing Sunk Costs
•Marginal cost
•Average cost
•Determinants of short run cost
•Diminishing marginal returns
•The shapes of cost curves
•The Average–Marginal Relationship
•Costs in a long run
•Cost minimizing input choices
•Isocost lines
•Marginal rate of technical substitution
•Expansion path
•The Inflexibility of Short-Run Production
•Long run average cost
•Economies and Diseconomies of Scale
•The Relationship Between Short-Run and Long-Run Cost
•Break even analysis
What are folds?
•Parts of the folds
•Classification of folds
•Classification on the basis of axial planes
•Classification on the basis of curvature(by Ramsay)
•Classification on the basis of plunge
•Engineering considerations
cost of production / Chapter 6(pindyck)RAHUL SINHA
topics covered
•Production and firm
•The production function
•Short run versus Long run
•Production with one variable input(Labour)
•Average product
•Marginal product
•The slopes of the production curve
•Law of diminishing marginal returns
•Production with two variable inputs
•Isoquant
•Isoquant Maps
•Diminishing marginal returns
•Substitution among inputs
•Returns to scale
•Describing returns to scale
What is fault?
Fault terminology
Fault plane:
Hanging wall
Foot wall
Slip and separation:
Separation
Classification of faults
Apparent movement as basis
Normal faults
Graben
Reverse faults:
Strike – slip faults
On the basis of altitude (dip and strike)
Mode of occurrences as basis
Parallel faults
Enechelon faults
Peripheral faults
Radial faults
On the basis of slip
Engineering consideration of faults
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
this is notes on chapter 2 of ten principles of economics by mankiw. topics covered:
THE ROLE OF ASSUMPTIONS
ECONOMIC MODELS
THE CIRCULAR-FLOW DIAGRAM
THE PRODUCTION POSSIBILITIES FRONTIER
MICROECONOMICS AND MACROECONOMICS
THE ECONOMIST AS POLICY ADVISER
this is short notes on chapter 2 of ten principles of economics by manikiw
it is description on mechanical and physical properties of the basic construction materials. mainly consist of test on rocks, description on sand, description on bricks
demand and supply, a free market, equilibrium in marketRAHUL SINHA
notes on chapter 4 of economics book by mankiw.
graphs are taken from the same.
topics covered
WHAT IS MARKET?
WHAT DETERMINES THE QUANTITY AN INDIVIDUAL DEMANDS?
THE DEMAND SCHEDULE AND THE DEMAND CURVE
MARKET DEMAND VERSUS INDIVIDUAL DEMAND
SHIFTS IN THE DEMAND CURVE
WHAT DETERMINES THE QUANTITY AN INDIVIDUAL SUPPLIES?
THE SUPPLY SCHEDULE AND THE SUPPLY CURVE
MARKET SUPPLY VERSUS INDIVIDUAL SUPPLY
SHIFTS IN THE SUPPLY CURVE
SUPPLY AND DEMAND TOGETHER
THREE STEPS TO ANALYZING CHANGES IN EQUILIBRIUM
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Soil Mechanics: Origin of soils, soil structure and fabric; Three-phase system and phase relationships, index properties;
Unified and Indian standard soil classification system; Permeability—one dimensional flow, Darcy’s law; Seepage through
soils—two-dimensional flow, flow nets, uplift pressure, piping; Principle of effective stress, capillarity, seepage force
and quicksand condition; Compaction in laboratory and field conditions; One-dimensional consolidation, time rate of
consolidation; Mohr’s circle, stress paths, effective and total shear strength parameters, characteristics of clays and sand.
Compass surveying
Bearing
Whole circle bearing and reduced bearing
Conversion of bearings
Computation of angles
Declination and dip
Local attraction
Isogonic Lines
Agonic Lines
Detecting local attraction
For detecting local attraction it is necessary to take both fore bearing and back bearing for each line.
If the difference is exactly 180°, the two stations may be considered as not affected by local
attraction.
If difference is not 180°, better to go back to the previous station and check the fore bearing. If that
reading is same as earlier, it may be concluded that there is local attraction at one or both stations.
What is pointing?
Scope of pointing
Method of pointing
What is plastering?
Objective of plastering
Lime plaster
Cement plaster
Gypsum plaster (plaster of Paris)
Water proof plaster of Mortar
Heat resistant plasters
Defects in plastering
1.Stretcher bond
2.Header bond
3.English bond and
4.Flemish bond.
what is ventilation?
Functional requirements of a Ventilation system
Natural ventilation
•Mechanical ventilation
Single sided ventilation
Single sided double ventilation
Cross ventilation
Stack effect
Artificial ventilation
What is roof?
Types of roofs
Gable roof
Hip roof
Dutch hip roof
Valley shapes
The cost of production/Chapter 7(pindyck)RAHUL SINHA
content
•MEASURING COST: WHICH COSTS MATTER?
•Fixed and variable cost
•Fixed versus sunk cost
•Amortizing Sunk Costs
•Marginal cost
•Average cost
•Determinants of short run cost
•Diminishing marginal returns
•The shapes of cost curves
•The Average–Marginal Relationship
•Costs in a long run
•Cost minimizing input choices
•Isocost lines
•Marginal rate of technical substitution
•Expansion path
•The Inflexibility of Short-Run Production
•Long run average cost
•Economies and Diseconomies of Scale
•The Relationship Between Short-Run and Long-Run Cost
•Break even analysis
What are folds?
•Parts of the folds
•Classification of folds
•Classification on the basis of axial planes
•Classification on the basis of curvature(by Ramsay)
•Classification on the basis of plunge
•Engineering considerations
cost of production / Chapter 6(pindyck)RAHUL SINHA
topics covered
•Production and firm
•The production function
•Short run versus Long run
•Production with one variable input(Labour)
•Average product
•Marginal product
•The slopes of the production curve
•Law of diminishing marginal returns
•Production with two variable inputs
•Isoquant
•Isoquant Maps
•Diminishing marginal returns
•Substitution among inputs
•Returns to scale
•Describing returns to scale
What is fault?
Fault terminology
Fault plane:
Hanging wall
Foot wall
Slip and separation:
Separation
Classification of faults
Apparent movement as basis
Normal faults
Graben
Reverse faults:
Strike – slip faults
On the basis of altitude (dip and strike)
Mode of occurrences as basis
Parallel faults
Enechelon faults
Peripheral faults
Radial faults
On the basis of slip
Engineering consideration of faults
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
this is notes on chapter 2 of ten principles of economics by mankiw. topics covered:
THE ROLE OF ASSUMPTIONS
ECONOMIC MODELS
THE CIRCULAR-FLOW DIAGRAM
THE PRODUCTION POSSIBILITIES FRONTIER
MICROECONOMICS AND MACROECONOMICS
THE ECONOMIST AS POLICY ADVISER
this is short notes on chapter 2 of ten principles of economics by manikiw
it is description on mechanical and physical properties of the basic construction materials. mainly consist of test on rocks, description on sand, description on bricks
demand and supply, a free market, equilibrium in marketRAHUL SINHA
notes on chapter 4 of economics book by mankiw.
graphs are taken from the same.
topics covered
WHAT IS MARKET?
WHAT DETERMINES THE QUANTITY AN INDIVIDUAL DEMANDS?
THE DEMAND SCHEDULE AND THE DEMAND CURVE
MARKET DEMAND VERSUS INDIVIDUAL DEMAND
SHIFTS IN THE DEMAND CURVE
WHAT DETERMINES THE QUANTITY AN INDIVIDUAL SUPPLIES?
THE SUPPLY SCHEDULE AND THE SUPPLY CURVE
MARKET SUPPLY VERSUS INDIVIDUAL SUPPLY
SHIFTS IN THE SUPPLY CURVE
SUPPLY AND DEMAND TOGETHER
THREE STEPS TO ANALYZING CHANGES IN EQUILIBRIUM
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
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
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
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.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
1. Fluid Mechanics
BY RAHUL SINHA
www.quora.com/profile/Rahul-Sinha-287
www.facebook.com/RAHULSINHA1993
www.linkedin.com/in/rahul-sinha-385480140
This is just a first step by my side to help those talented students who
are willing to work hard and believe in themselves. This is for those
students, like me, who believe that they can self-prepare for GATE CE.
I self-prepared for GATE CE 2018 in year 2017 when I was studying in
NITH. Whatever I studied on the above-mentioned topic while
preparing, is here. Hope this will help you all.
Please let me know your feedback.
NOTE: ONLY FOR REVESION