This document provides a list of mandatory tests for various construction materials and activities, along with the minimum frequency of testing required. It includes tests for cement, concrete, aggregates, steel, flooring materials, cladding, waterproofing compounds and more. For each material, it specifies the relevant testing standard, the minimum quantity of material required for each test, and the frequency such as every 100 cubic meters or every 50 tons. The level of detail provided ensures consistent quality control and compliance with standards throughout the construction project.
This document discusses viscometric studies of straight run bitumen conducted through creep and recovery and stress relaxation experiments. Creep and recovery tests were performed on two grades of bitumen (60/70 and 80/100) at temperatures from 15°C to 30°C under loads of 100-300 kPa. Stress relaxation tests were conducted on the same grades from 35°C to 45°C at loads of 1000-10000 Pa and strains of 5-30%. The experimental data showed the transition of bitumen behavior from viscoelastic solid to non-Newtonian fluid with increase in temperature and load. The results were used to validate a non-linear viscoelastic constitutive model.
This document provides information on cable testing methods used at Thermo Cables Limited in Hyderabad, India. It discusses the various types of tests conducted on power, control, instrument, signal and other cables to check parameters like high voltage resistance, conductor resistance, insulation resistance, capacitance, inductance, tensile strength, thermal stability, attenuation and more. The tests are conducted according to standards like IS, IEC, ASTM, BS to ensure cable quality meets specifications.
This document outlines various cable testing methods and standards. It discusses the different types of cables and materials used in cables. It then describes the routine, acceptance, and other specialized tests performed on cables, including high voltage testing, resistance testing, insulation resistance testing, aging tests, attenuation testing, and fire resistance testing. Standards for these various cable tests from organizations like IS, IEC, ASTM, and BS are also listed.
Production of MDPE gas Pipe as per IS 14885 in Industries with Pictorial Repr...Rishabh Sirvaiya
Understanding of Specification IS 14885 with Real time Calculation and Pictorial Representation of Production of MDPE pipe, tests & standards followed by Industries during production. Testing Reports and Raw material report that need to be complied with IS 14885.
The document outlines a method for determining the water absorption of concrete specimens cored from structures or precast components. It describes preparing three core specimens, drying them, weighing them before and after immersion in water, and calculating the water absorption percentage. Corrections are made to the measured absorption based on the length of the core specimen.
The document summarizes information from an emissions testing webinar presented by Gregory Cole, Luke Norton, and Cameron Rapoport on February 12th, 2016. It discusses various standards and regulations for emissions testing of valves, including API 622, API 624, ISO 15848-1, and TA-Luft. The standards describe test procedures, parameters, leakage classes and allowances to qualify different types and sizes of valves. Future revisions to standards aim to reduce allowable leakage levels and eliminate re-torques.
This document discusses viscometric studies of straight run bitumen conducted through creep and recovery and stress relaxation experiments. Creep and recovery tests were performed on two grades of bitumen (60/70 and 80/100) at temperatures from 15°C to 30°C under loads of 100-300 kPa. Stress relaxation tests were conducted on the same grades from 35°C to 45°C at loads of 1000-10000 Pa and strains of 5-30%. The experimental data showed the transition of bitumen behavior from viscoelastic solid to non-Newtonian fluid with increase in temperature and load. The results were used to validate a non-linear viscoelastic constitutive model.
This document provides information on cable testing methods used at Thermo Cables Limited in Hyderabad, India. It discusses the various types of tests conducted on power, control, instrument, signal and other cables to check parameters like high voltage resistance, conductor resistance, insulation resistance, capacitance, inductance, tensile strength, thermal stability, attenuation and more. The tests are conducted according to standards like IS, IEC, ASTM, BS to ensure cable quality meets specifications.
This document outlines various cable testing methods and standards. It discusses the different types of cables and materials used in cables. It then describes the routine, acceptance, and other specialized tests performed on cables, including high voltage testing, resistance testing, insulation resistance testing, aging tests, attenuation testing, and fire resistance testing. Standards for these various cable tests from organizations like IS, IEC, ASTM, and BS are also listed.
Production of MDPE gas Pipe as per IS 14885 in Industries with Pictorial Repr...Rishabh Sirvaiya
Understanding of Specification IS 14885 with Real time Calculation and Pictorial Representation of Production of MDPE pipe, tests & standards followed by Industries during production. Testing Reports and Raw material report that need to be complied with IS 14885.
The document outlines a method for determining the water absorption of concrete specimens cored from structures or precast components. It describes preparing three core specimens, drying them, weighing them before and after immersion in water, and calculating the water absorption percentage. Corrections are made to the measured absorption based on the length of the core specimen.
The document summarizes information from an emissions testing webinar presented by Gregory Cole, Luke Norton, and Cameron Rapoport on February 12th, 2016. It discusses various standards and regulations for emissions testing of valves, including API 622, API 624, ISO 15848-1, and TA-Luft. The standards describe test procedures, parameters, leakage classes and allowances to qualify different types and sizes of valves. Future revisions to standards aim to reduce allowable leakage levels and eliminate re-torques.
Los Angeles Abrasion Test
To determine the Los Angeles abrasion value.
To find the suitability of aggregates for use in road construction. Select the most suitable aggregate for different kinds of works based on the abrasion value. The test is significant to determine the hardness (and toughness) of the material.
The difference between the original and final weights of the sample represents the actual wear. This value is expressed as a percentage of the original weight of the sample and is reported as the percentage of wear.
This document provides guidance on procedures for inspecting and sampling fine and coarse aggregates. It discusses necessary testing equipment for the laboratory, proper sampling techniques, reducing samples to a test size, and methods for various aggregate tests. The document is organized into chapters covering topics like sampling, sample reduction, testing methods, aggregate specifications, and test method verification requirements. Appendices provide details on specific Indiana and AASHTO test methods.
ORGANIC COATINGS FOR CORROSION PROTECTION OF TRANSFORMERS IN UNDERGROUND CHAM...Adriana de Araujo
Underground electrical transformers are frequently submitted to a very aggressive environment because of the stagnated water of underground chambers which is heated and contaminated. In Brazil, carbon steel structures of underground transformers are usually protected with coal tar epoxy paints in order to ensure their reliability. However, the use of this type of paints is being strongly restricted because coal tar contains complex mixtures of polycyclic aromatic hydrocarbons which contain many toxic and potentially carcinogenic substances. Aiming at replacing coal tar based paints by an environmentally friendly one; several paints were selected in the local market and submitted to performance tests in order to compare them with coal tar based paint. In addition, anodes were evaluated to study the application of galvanic cathodic protection in areas of metal exposure due to coating flaws. This paper presents and discusses the obtained results.
Os transformadores elétricos subterrâneos estão frequentemente expostos à corrosão intensa decorrente da estagnação de água aquecida e contaminada das câmaras subterrâneas. No Brasil, as estruturas de aço-carbono do transformador subterrâneo são usualmente protegidas com pintura de epóxi alcatrão de hulha que contém substâncias tóxicas e potencialmente cancerígenas. Com o objetivo de substituir as tintas à base de alcatrão de hulha por tintas ecologicamente corretas, tintas disponíveis no mercado nacional foram selecionadas e submetidas a ensaios de desempenho para a sua comparação com a tinta de alcatrão de hulha. Além disso, anodos foram avaliados para o estudo da aplicação de proteção catódica galvânica do metal exposto em áreas de falhas do revestimento. Este artigo apresenta e discute os resultados obtidos.
ARAUJO, A.; PANOSSIAN, Z; ALMEIDA, N.L; MARTINS, M.C.; JUNIOR, S.D.A. Organic coatings for corrosion protection of transformers in underground chambers. In: NACE INTERNATIONAL CONFERENCE & EXPO, 2012, Salt Lake City, Proceedings... Salt Lake City: NACE 2012.
Testing Facility-Chambers and specfication.pptxAnilteaser
This document provides information about various testing facilities and equipment available at a testing laboratory. It describes environmental test chambers for altitude, humidity, temperature cycling, thermal shock, ozone exposure and other tests. It also lists dynamic test equipment like vibration shakers and specifications for ingress protection tests involving dust, rain, water jets and other exposures. The laboratory is accredited by NABL and ISO 9001 and can perform reliability demonstration and qualification tests according to various industry standards.
This document provides the rates for various geotechnical testing services offered by Luvuyos Geotech Lab. It lists personnel hourly rates, transportation rates, and rates for numerous soil, aggregate, and concrete tests. A minimum charge of R240 excluding VAT applies per test. Discounts of 5% or 10% are available for multiple samples tested together or regular contract work. Rates do not include costs of obtaining samples and may be adjusted for priority or non-standard testing.
This document provides testing methods to evaluate the flame retardance of bunched cables. It outlines three test categories based on the amount of non-metallic material in one meter of cables. The test involves mounting cable samples vertically in a chamber and applying a flame for either 20 or 40 minutes. The length of damage caused by the flame is then measured. Cables are deemed to pass if the flame does not propagate along the entire length. Specific requirements are provided for the test apparatus, ignition source, sample preparation, and reporting of results.
This document provides examples and solutions for calculating corrosion rates and remaining life for different courses on a corroded tower. It determines the metal loss, corrosion rate, remaining corrosion allowance, and retirement date for each course. It also discusses converting units to mils, handling partial years, long term vs. short term corrosion rates, and API 510 requirements for inspection intervals and minimum thicknesses.
This document contains a practice exam for API 510 certification. It includes 26 multiple choice questions covering topics like corrosion rates, inspection responsibilities, weld procedures, and non-destructive testing. The answers are provided at the end with references to API and ASME codes. This exam tests an individual's knowledge of pressure vessel inspection, alteration, and repair standards and qualifications.
HDOT one of the topmost Manufacturing Units in IndiaGitanjali Singh
One of the esteemed fabrication units in India part of Hindustan Dorr Oliver; it manufactures several process equipments(solid liquid separation equipments, vacuum filtration products) utilised in water treatment plants, sewage treatment plants, ETPs, Pulp and paper mills, sugar plants, mineral processing units apart from food& beverages. Over and above it fabricated PVHE equipments for refineries, fertilisers, petrochemicals etc.
IRJET- VStudy on Strength and Durability Properties of Concrete using Steel S...IRJET Journal
This study investigated the strength and durability properties of concrete using steel slag as a replacement for crushed stone coarse aggregate. A total of 81 concrete cubes, cylinders, and prisms were cast with 0%, 25%, 50%, and 75% replacements of steel slag aggregate. Additional mixes replaced 100% of the coarse aggregate with steel slag both with and without silica fume. The concrete was tested for mechanical properties such as compressive strength, modulus of elasticity, and flexural strength as well as durability properties including acid attack resistance and rapid chloride permeability. Test results showed that 50% replacement of steel slag achieved similar mechanical properties as the crushed stone control mix. Durability properties were also comparable or better than the control mix. Therefore
The document summarizes an experiment that investigated the effects of supercooling on free cut brass through heat treatment and quenching. Samples of brass were quenched in dry ice (-78°C) and liquid nitrogen (-275°C) after being heated to 1000°F. Hardness tests showed the liquid nitrogen quenched sample was softest with an average hardness of -14.1 HRB, while the dry ice sample was slightly harder at 5.7 HRB. Charpy impact tests found the liquid nitrogen sample absorbed less energy, supporting it being softer and more ductile. The experiment demonstrated that higher cooling rates through quenching produce greater softening and increases in ductility of brass due to
This document discusses Staroy Weather Resistant PC/ASA Alloy from Cheil Industries Inc. It provides an introduction to PC/ASA materials and their properties including weather resistance, heat resistance, impact strength, and flow properties. It then summarizes the key features of Staroy PC/ASA including excellent weather resistance, enhanced properties at weld lines, high impact strength at low temperatures, good falling dart impact resistance, excellent fluidity, and a well-balanced physical property profile. Test data is presented to support these claims. Processing guidelines and properties of specific Staroy PC/ASA grades WR-7000, WR-7250, and WR-7250H are also detailed.
Experimental Study of Waste Chicken Feather Fibre in Concreteijtsrd
This work was carried out to investigate the possibilities of utilizing the natural chicken feather fibres CFF barbs and rachis in concrete at different volume fractions of 0.25 , 0.50 , 0.75 , 1.00 , 1.25 , 1.50 in cement concrete composite for the development of low cost and waste reusable building material in construction industry. CFF were sourced from poultry processing plants to reduce the solid waste problem Feather fibres disposal in open lands under environmental strategies. The various mechanical properties of compressive strength, split tensile strength and flexural strength tests of modified chicken feather fibres concrete have been studied and the results are compared to the conventional concrete. S. Pranavan | S. Manikandan | D. Selvakumar "Experimental Study of Waste Chicken Feather Fibre in Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-2 , February 2021, URL: https://www.ijtsrd.com/papers/ijtsrd38553.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/38553/experimental-study-of-waste-chicken-feather-fibre-in-concrete/s-pranavan
The document discusses physical testing laboratory at the Rubber Research Institute of Malaysia. It provides background on the institute and describes several challenges of working there. The key points are:
- The Rubber Research Institute of Malaysia was established in 1925 to support the rubber industry through research, technical development, and market regulation.
- The physical testing laboratory conducts various tests on rubber samples including electrical resistivity, heat buildup, compression, and stress relaxation following international standards.
- Working in the laboratory presents challenges like understanding unfamiliar standard testing methods and adapting to the work environment. Repeating tests due to errors is also challenging.
ASTM B117 Testing quality control by Micom LaboratoriesMichel Comtois
ASTM B117 Testing, also known as a Standard Practice for Operating Salt Spray (Fog) Apparatus, is used to analyze relative corrosion for specimens of metals and coated metals exposed to various simulated climatic conditions in a controlled environment. This testing practice was initially published in 1939 and rapidly gained worldwide acceptance across all major industry segments.
This document summarizes the design of a hydrometallurgical copper processing plant aimed at processing 15 tons of copper oxide ore per day. The plant utilizes a comminution circuit to grind the ore to an optimal size, followed by leaching to extract the copper. Solid-liquid separation then purifies the solution, which undergoes solvent extraction and electrowinning to produce copper cathodes. Laboratory experiments and theoretical calculations were used to design and size the equipment. The plant is estimated to recover over 80% of the copper at a capital cost of $1.5 million and produce around 583 tons of copper annually, making it a viable small-scale option. Recommendations include using design software and specialized engineers to
The document provides details on the qualifying criteria for supplying, erecting, and commissioning a 2x40MT mounted LPG storage facility. It includes sections on company profile, qualifying criteria, and bid/offer formats. Bidders must provide responses to criteria such as years of experience, manufacturing facilities, quality systems, and after-sales support. They must also meet minimum experience requirements and delivery timelines. The technical offer must include specification sheets and catalogs to demonstrate meeting requirements.
Adsorption Materials and Processes for Carbon Capture from Gas-Fired Power Plants – AMPGas - presentation by Enzo Mangano in the Natural Gas CCS session at the UKCCSRC Cardiff Biannual Meeting, 10-11 September 2014
Los Angeles Abrasion Test
To determine the Los Angeles abrasion value.
To find the suitability of aggregates for use in road construction. Select the most suitable aggregate for different kinds of works based on the abrasion value. The test is significant to determine the hardness (and toughness) of the material.
The difference between the original and final weights of the sample represents the actual wear. This value is expressed as a percentage of the original weight of the sample and is reported as the percentage of wear.
This document provides guidance on procedures for inspecting and sampling fine and coarse aggregates. It discusses necessary testing equipment for the laboratory, proper sampling techniques, reducing samples to a test size, and methods for various aggregate tests. The document is organized into chapters covering topics like sampling, sample reduction, testing methods, aggregate specifications, and test method verification requirements. Appendices provide details on specific Indiana and AASHTO test methods.
ORGANIC COATINGS FOR CORROSION PROTECTION OF TRANSFORMERS IN UNDERGROUND CHAM...Adriana de Araujo
Underground electrical transformers are frequently submitted to a very aggressive environment because of the stagnated water of underground chambers which is heated and contaminated. In Brazil, carbon steel structures of underground transformers are usually protected with coal tar epoxy paints in order to ensure their reliability. However, the use of this type of paints is being strongly restricted because coal tar contains complex mixtures of polycyclic aromatic hydrocarbons which contain many toxic and potentially carcinogenic substances. Aiming at replacing coal tar based paints by an environmentally friendly one; several paints were selected in the local market and submitted to performance tests in order to compare them with coal tar based paint. In addition, anodes were evaluated to study the application of galvanic cathodic protection in areas of metal exposure due to coating flaws. This paper presents and discusses the obtained results.
Os transformadores elétricos subterrâneos estão frequentemente expostos à corrosão intensa decorrente da estagnação de água aquecida e contaminada das câmaras subterrâneas. No Brasil, as estruturas de aço-carbono do transformador subterrâneo são usualmente protegidas com pintura de epóxi alcatrão de hulha que contém substâncias tóxicas e potencialmente cancerígenas. Com o objetivo de substituir as tintas à base de alcatrão de hulha por tintas ecologicamente corretas, tintas disponíveis no mercado nacional foram selecionadas e submetidas a ensaios de desempenho para a sua comparação com a tinta de alcatrão de hulha. Além disso, anodos foram avaliados para o estudo da aplicação de proteção catódica galvânica do metal exposto em áreas de falhas do revestimento. Este artigo apresenta e discute os resultados obtidos.
ARAUJO, A.; PANOSSIAN, Z; ALMEIDA, N.L; MARTINS, M.C.; JUNIOR, S.D.A. Organic coatings for corrosion protection of transformers in underground chambers. In: NACE INTERNATIONAL CONFERENCE & EXPO, 2012, Salt Lake City, Proceedings... Salt Lake City: NACE 2012.
Testing Facility-Chambers and specfication.pptxAnilteaser
This document provides information about various testing facilities and equipment available at a testing laboratory. It describes environmental test chambers for altitude, humidity, temperature cycling, thermal shock, ozone exposure and other tests. It also lists dynamic test equipment like vibration shakers and specifications for ingress protection tests involving dust, rain, water jets and other exposures. The laboratory is accredited by NABL and ISO 9001 and can perform reliability demonstration and qualification tests according to various industry standards.
This document provides the rates for various geotechnical testing services offered by Luvuyos Geotech Lab. It lists personnel hourly rates, transportation rates, and rates for numerous soil, aggregate, and concrete tests. A minimum charge of R240 excluding VAT applies per test. Discounts of 5% or 10% are available for multiple samples tested together or regular contract work. Rates do not include costs of obtaining samples and may be adjusted for priority or non-standard testing.
This document provides testing methods to evaluate the flame retardance of bunched cables. It outlines three test categories based on the amount of non-metallic material in one meter of cables. The test involves mounting cable samples vertically in a chamber and applying a flame for either 20 or 40 minutes. The length of damage caused by the flame is then measured. Cables are deemed to pass if the flame does not propagate along the entire length. Specific requirements are provided for the test apparatus, ignition source, sample preparation, and reporting of results.
This document provides examples and solutions for calculating corrosion rates and remaining life for different courses on a corroded tower. It determines the metal loss, corrosion rate, remaining corrosion allowance, and retirement date for each course. It also discusses converting units to mils, handling partial years, long term vs. short term corrosion rates, and API 510 requirements for inspection intervals and minimum thicknesses.
This document contains a practice exam for API 510 certification. It includes 26 multiple choice questions covering topics like corrosion rates, inspection responsibilities, weld procedures, and non-destructive testing. The answers are provided at the end with references to API and ASME codes. This exam tests an individual's knowledge of pressure vessel inspection, alteration, and repair standards and qualifications.
HDOT one of the topmost Manufacturing Units in IndiaGitanjali Singh
One of the esteemed fabrication units in India part of Hindustan Dorr Oliver; it manufactures several process equipments(solid liquid separation equipments, vacuum filtration products) utilised in water treatment plants, sewage treatment plants, ETPs, Pulp and paper mills, sugar plants, mineral processing units apart from food& beverages. Over and above it fabricated PVHE equipments for refineries, fertilisers, petrochemicals etc.
IRJET- VStudy on Strength and Durability Properties of Concrete using Steel S...IRJET Journal
This study investigated the strength and durability properties of concrete using steel slag as a replacement for crushed stone coarse aggregate. A total of 81 concrete cubes, cylinders, and prisms were cast with 0%, 25%, 50%, and 75% replacements of steel slag aggregate. Additional mixes replaced 100% of the coarse aggregate with steel slag both with and without silica fume. The concrete was tested for mechanical properties such as compressive strength, modulus of elasticity, and flexural strength as well as durability properties including acid attack resistance and rapid chloride permeability. Test results showed that 50% replacement of steel slag achieved similar mechanical properties as the crushed stone control mix. Durability properties were also comparable or better than the control mix. Therefore
The document summarizes an experiment that investigated the effects of supercooling on free cut brass through heat treatment and quenching. Samples of brass were quenched in dry ice (-78°C) and liquid nitrogen (-275°C) after being heated to 1000°F. Hardness tests showed the liquid nitrogen quenched sample was softest with an average hardness of -14.1 HRB, while the dry ice sample was slightly harder at 5.7 HRB. Charpy impact tests found the liquid nitrogen sample absorbed less energy, supporting it being softer and more ductile. The experiment demonstrated that higher cooling rates through quenching produce greater softening and increases in ductility of brass due to
This document discusses Staroy Weather Resistant PC/ASA Alloy from Cheil Industries Inc. It provides an introduction to PC/ASA materials and their properties including weather resistance, heat resistance, impact strength, and flow properties. It then summarizes the key features of Staroy PC/ASA including excellent weather resistance, enhanced properties at weld lines, high impact strength at low temperatures, good falling dart impact resistance, excellent fluidity, and a well-balanced physical property profile. Test data is presented to support these claims. Processing guidelines and properties of specific Staroy PC/ASA grades WR-7000, WR-7250, and WR-7250H are also detailed.
Experimental Study of Waste Chicken Feather Fibre in Concreteijtsrd
This work was carried out to investigate the possibilities of utilizing the natural chicken feather fibres CFF barbs and rachis in concrete at different volume fractions of 0.25 , 0.50 , 0.75 , 1.00 , 1.25 , 1.50 in cement concrete composite for the development of low cost and waste reusable building material in construction industry. CFF were sourced from poultry processing plants to reduce the solid waste problem Feather fibres disposal in open lands under environmental strategies. The various mechanical properties of compressive strength, split tensile strength and flexural strength tests of modified chicken feather fibres concrete have been studied and the results are compared to the conventional concrete. S. Pranavan | S. Manikandan | D. Selvakumar "Experimental Study of Waste Chicken Feather Fibre in Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-2 , February 2021, URL: https://www.ijtsrd.com/papers/ijtsrd38553.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/38553/experimental-study-of-waste-chicken-feather-fibre-in-concrete/s-pranavan
The document discusses physical testing laboratory at the Rubber Research Institute of Malaysia. It provides background on the institute and describes several challenges of working there. The key points are:
- The Rubber Research Institute of Malaysia was established in 1925 to support the rubber industry through research, technical development, and market regulation.
- The physical testing laboratory conducts various tests on rubber samples including electrical resistivity, heat buildup, compression, and stress relaxation following international standards.
- Working in the laboratory presents challenges like understanding unfamiliar standard testing methods and adapting to the work environment. Repeating tests due to errors is also challenging.
ASTM B117 Testing quality control by Micom LaboratoriesMichel Comtois
ASTM B117 Testing, also known as a Standard Practice for Operating Salt Spray (Fog) Apparatus, is used to analyze relative corrosion for specimens of metals and coated metals exposed to various simulated climatic conditions in a controlled environment. This testing practice was initially published in 1939 and rapidly gained worldwide acceptance across all major industry segments.
This document summarizes the design of a hydrometallurgical copper processing plant aimed at processing 15 tons of copper oxide ore per day. The plant utilizes a comminution circuit to grind the ore to an optimal size, followed by leaching to extract the copper. Solid-liquid separation then purifies the solution, which undergoes solvent extraction and electrowinning to produce copper cathodes. Laboratory experiments and theoretical calculations were used to design and size the equipment. The plant is estimated to recover over 80% of the copper at a capital cost of $1.5 million and produce around 583 tons of copper annually, making it a viable small-scale option. Recommendations include using design software and specialized engineers to
The document provides details on the qualifying criteria for supplying, erecting, and commissioning a 2x40MT mounted LPG storage facility. It includes sections on company profile, qualifying criteria, and bid/offer formats. Bidders must provide responses to criteria such as years of experience, manufacturing facilities, quality systems, and after-sales support. They must also meet minimum experience requirements and delivery timelines. The technical offer must include specification sheets and catalogs to demonstrate meeting requirements.
Adsorption Materials and Processes for Carbon Capture from Gas-Fired Power Plants – AMPGas - presentation by Enzo Mangano in the Natural Gas CCS session at the UKCCSRC Cardiff Biannual Meeting, 10-11 September 2014
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
Blood finder application project report (1).pdfKamal Acharya
Blood Finder is an emergency time app where a user can search for the blood banks as
well as the registered blood donors around Mumbai. This application also provide an
opportunity for the user of this application to become a registered donor for this user have
to enroll for the donor request from the application itself. If the admin wish to make user
a registered donor, with some of the formalities with the organization it can be done.
Specialization of this application is that the user will not have to register on sign-in for
searching the blood banks and blood donors it can be just done by installing the
application to the mobile.
The purpose of making this application is to save the user’s time for searching blood of
needed blood group during the time of the emergency.
This is an android application developed in Java and XML with the connectivity of
SQLite database. This application will provide most of basic functionality required for an
emergency time application. All the details of Blood banks and Blood donors are stored
in the database i.e. SQLite.
This application allowed the user to get all the information regarding blood banks and
blood donors such as Name, Number, Address, Blood Group, rather than searching it on
the different websites and wasting the precious time. This application is effective and
user friendly.
Accident detection system project report.pdfKamal Acharya
The Rapid growth of technology and infrastructure has made our lives easier. The
advent of technology has also increased the traffic hazards and the road accidents take place
frequently which causes huge loss of life and property because of the poor emergency facilities.
Many lives could have been saved if emergency service could get accident information and
reach in time. Our project will provide an optimum solution to this draw back. A piezo electric
sensor can be used as a crash or rollover detector of the vehicle during and after a crash. With
signals from a piezo electric sensor, a severe accident can be recognized. According to this
project when a vehicle meets with an accident immediately piezo electric sensor will detect the
signal or if a car rolls over. Then with the help of GSM module and GPS module, the location
will be sent to the emergency contact. Then after conforming the location necessary action will
be taken. If the person meets with a small accident or if there is no serious threat to anyone’s
life, then the alert message can be terminated by the driver by a switch provided in order to
avoid wasting the valuable time of the medical rescue team.
Software Engineering and Project Management - Introduction, Modeling Concepts...Prakhyath Rai
Introduction, Modeling Concepts and Class Modeling: What is Object orientation? What is OO development? OO Themes; Evidence for usefulness of OO development; OO modeling history. Modeling
as Design technique: Modeling, abstraction, The Three models. Class Modeling: Object and Class Concept, Link and associations concepts, Generalization and Inheritance, A sample class model, Navigation of class models, and UML diagrams
Building the Analysis Models: Requirement Analysis, Analysis Model Approaches, Data modeling Concepts, Object Oriented Analysis, Scenario-Based Modeling, Flow-Oriented Modeling, class Based Modeling, Creating a Behavioral Model.
Height and depth gauge linear metrology.pdfq30122000
Height gauges may also be used to measure the height of an object by using the underside of the scriber as the datum. The datum may be permanently fixed or the height gauge may have provision to adjust the scale, this is done by sliding the scale vertically along the body of the height gauge by turning a fine feed screw at the top of the gauge; then with the scriber set to the same level as the base, the scale can be matched to it. This adjustment allows different scribers or probes to be used, as well as adjusting for any errors in a damaged or resharpened probe.
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELijaia
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
Open Channel Flow: fluid flow with a free surfaceIndrajeet sahu
Open Channel Flow: This topic focuses on fluid flow with a free surface, such as in rivers, canals, and drainage ditches. Key concepts include the classification of flow types (steady vs. unsteady, uniform vs. non-uniform), hydraulic radius, flow resistance, Manning's equation, critical flow conditions, and energy and momentum principles. It also covers flow measurement techniques, gradually varied flow analysis, and the design of open channels. Understanding these principles is vital for effective water resource management and engineering applications.
List of material testings and frequency in IIT.pdf
1. APPENDIx3
Volume-3 ParticularSpecification
ListofMandatoryTests
Minimum
Frequency of Testing
Field/Laboratory Test
Clause Test quantity of
material for
SI. Material Procedure
No.
carrying out
test
I. Mortars,Concretework (Nominal mix)_
.Water 3.1.1 iPhvalue
ii) Limits of
Acidity Water írom each source
shall be got tested before
ii) Limits of
Alkalinity
the c o m m e n c e m e n t of work
and thereaiter once in ever
months tll
IS: 3025 three tne
Lab
is Percentage ot
solids
Completion ot the work
irom
Water Municipal
aChlorides
Suspended
Matter
source need be tested only
once in six months. No. of
samples
Sulphates, for each source shall be 3
Inorganic
solids
e) Organic solids
a) Physical
requirement
i) Fineness
2. Cement 3.1.2
Lab IS 4031 (Part Each lot
IS 4031(Part Each lot
4ii) Soundness Lab
Every 200 tonnes or part
thereof
ii) Setting
time(Initial and
final)
Each lobt
IS 4031(Part
V
Lab
IS4031 (Part
VI)
Lab Each lot
iv) Compressive
strength
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 38
2. IS 4031 (Part
VI)
Lab Each lot
v) Consistency of
standard cement
paste
Organic impuritiesll| Every 100Cum or part
thereof or more iírequently
asdecided by E-in-C
Every 100 Cum or part
thereof or more frequently
asdecidedby E-in-C
100Cum or part thereoi
3. Sand
Ficld AppendixB 100Cum
3.1.4.1
Silt content Field
Appendix'D 100Cumn
3.1.4.2
Field or Lab AppendixC' 100Cum
Particle size
distribution a, b, C,
3.1.4.4
d &e
Every i00 Cum or part
thereof or more
frequently
3.1.4.5 Bulking of sand Field Appendix'E' 100Cum
as decided by E-in-C
| 1. Concretework (NominalmiX
visual IS 2386 Part One test for
II
One test for each source
A) Percentage ofsoft General
or deleterious
4.1.2.2
inspection/Laboratory
Test where required
by the E-in-C
Field/Lab
each source
material
Every I00 Cum or
part
thereoi
Every 100 Cum or pat
thereoI_
10 Cumn
Particle size
distribution
a) Estimation of
organicimpurities
b Surface moisture
4.1.2.3
Appendix'A'
4.1.2.5 Field Lab 10 Cumn
IS 2386 Part
Stone aggregate
II
IS 2386 10 Cum
Every 100 Cum or
part
thereof
Every 100 Cum or
part
thereof
Every 100 Cum or part
thereot_
Every 100 Cum or
part
thereot
Every i00 Cum or part
thereof
Every 100 Cum or part
thereof
15
Cum or part thereof_
Field/Lab
c)Determination of
10% fine value
).Specific gravity
Pield/Lab IS 2386 10 Cumn
Field/Lab IS 2386 10 Cun
e) Bulk density,
Field/Lab 1S 2386 10 Cum
Field/Lab
) Aggregate
çrushirng strength
g) Aggregate impact
value
Slumptest
IS 23866 10 Cum
Field/Lab Is 2386 10 Cum
Concrete) 4.2.3
Field Appendix D 10Cumn
CAMPUS DEVELOPMENT OF UT HYDERABAD, PACKAGE 38
3. 111.Reinforced Cementconcretework_
a Rcintorced Cementconcrete work(nominal mix)_
Appendix'D'
of Chapter 4
i Every 5 Curn or part
thereof
5.4.1 i) 5 cun in
Case of
a) slump test Ficld
column
1) 20 curn for | ii) Every 20 cum or part
slabs, beans thereof
and
connected
columns
iii) 20 Cum Every 20 Cum or part
for other RCC thereof
work for all
other Small
items and
where RCC
done in a day
is less than 5
Cum test
may be
carried out
as required
by E-in-C._
i 5 cum in i Every 5 Cum or part
5.4.9 b) Cube test Field/Lab Appendix'A'
case of thereoi
column
ii 20 cum for ii) Every 20 Cum or part
slabs, beams thereof
and
connected
columns
ii) 20 cum i) Every20 Cum or part
for other RCC thereof
work for all
other small
items and
where RCC
done in a day
is less than
| 5 Cum, test|
CAMPUS DEVELOPMENT OF IT HYDERABAD, PACKAGE 38
4. nay be
carricd out
as required
by E-in-C.
6 Ready mix concrete
a Slump test Field test Every truck Every truck load of concrete
load of or part thereof
concrete or
part thereof
b) Cube test Field Lab test As per As specified for RCC work
particular
specilication
Once
c) Chloride content
of green concrete
Laboratory for Once for each source of
each source concrete
of concrete
C Steel for reinforced cement concrete
| 5.1.2 A) Physical test
a)For
consignment
a) For
consignment
100 over 100
below
Tons
i) Under
10mm dia,
one sample
for each 50
Tons or part
thereof
Tons
a Tensile strength
b)Retest
c Rebound test
d Nominal mass
Lab/Field
Lab/Field
ab/Field
Lab/Field
IS1608
IS1786
IS1786
Under
10mm dia
one sample
for each 80
IS 1786
tones or part
thereof
e) Bend Test Each lot from
Lab/Field IS 1599 each
source ii)10mm to i) 10mm to |
for each dia 16mm dia, | 16mm
sample one sample
each for each 90
dia,
one
for
70tons or tons or part
thereof.
part thereof
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 3B
5. Over
) Vlongation T'ent
R) Proot ren
Lab/Piell
Lnb/Vielt
Over i)
dia,
16mm
16mm dia,
N.170
one sample one sample
for each 90 for each 90
tona or part
thereof
tons ot part
thereof
One test for each source of
. Chemieal analysiN of TMT reintoreement barN
purchase for each diameter
ofbar
rick wor
Bticks 63 to Dimensions
As per Table 3 and 4 of
Compressive
strength
Chapter 6 of CPWD
Appendix A.
B,C&D
of
Chapter ó
As per Table Specifications
3 and 4 of
LaboratorY
c Water
Chapter6 of
CPWD
absorption
Enlorescenoe Specification
V.Block wor
a DimensionaltestLaboratory
b) Compressive
strength
AACAACblock
Laboratory
Every 20,000 blocks or part
thereof of same size and
Laboratory
c)Drying
shrinkage
IS 2185 same manufacturer
d Moisture
Laboratory
Laboratory
movement
el1Water
absorption.
V7Wood work
Moisture Field/
Laboratory
Test
i. Timber 9.1.6 AppendixC 1 Cum Every one cim or part
thereof
CAMFUS DEVELOPMENTOF IT HYDERABAD. PACKAGE 33
6. ii. Flush door
T9.7.10 a) End immersion
26 shutters As per sampling and testing
specified in Clause-9.7.10 of
CPWD Specifications.
IS:2202
test
(Part-1)
:1991 1S:
Laboratory
b) Knife test
2202 (Part
2): 1983
c) Adhesion test
Appendix 'F'
IS: 5523 Ifthe cost of as required by Engineer
fittings
ii. Aluminum door or
Thickness of anodic Laboratory
windows fittings
coating 1969
exceed
Rs.20,000/
iv. Mortice 9.21.14 Testing of Spring Laboratory IS: 2209- 50 Nos.
Locks
1976 as required by Engineer
Appendix'C
VII. Structural Steel work
Structural Steel 10.17 aTensile
Strength Laboratory IS:1599- 20 Tonne Every 50 Ton or part thereof
1985
b) Bent Test
VIII. Flooring
Cement baseddesigner tile
iii. Wear on
individual
specimen
iv. Water
absorption
v. Wet transverse
Strength
IX. Paver block
Compressive
strength
Laboratory
Every 5000 Blocks or part
thereof of same type and
samemanufacturer.
X.Stainlesssteel works
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 38
7. L
One test for every 5,000 Nos
or part thereof for each type
and for each make.
a) Chemical Laboratory AISI 304
Crampsfor
STranite cladding Analysis
One test for every 5,000 Kg
or part thereof for each
Laboratory AJSI304
a) Chemical
Analysis
Stainless steel
hand rail
source.
XI. Auminium work
One test for every 10,000 Kg
or part thereof for each
i) Extuded sections Laboratory IS 1285
a) Chemical
Analysis
manutacture.
b Anodic
coating
thickness
One test for every 1,000 Kg
or part thereof for each
manufacture
Field/Lab IS 5523
X1. Water proofing compound
One test for 500 litres or
part thereof for
manufacturer
IS 2645
CICO No. 1/ STRUCO
No.1 or approved
equivalent
Laboratory
each
XIII. Fire Door
2 Hour fire rated Fire rating for 2 Laboratory IS 3614 One test for each
door hours manutacturer
1 Hour fire rated Fire rating for 1 Laboratory IS 3614 One test for each
door hour manutacturer
XTV, Façade access system
1. Eye bolt Pull out test Field Each bolt
XV. External façade system
1. Extruded a Chemical
analysis
Lab IS 1285 One test for 10,000 Kgs or
|
aluminium
part thereof for each
section manufacturer for each
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 3B
8. scction.
b) Anodic
coating Lab/Pield
One test for 5,000 Kgs or
thereof
IS 1868
for
part
manufacturer
cach
for cach
section.
2. CGasket
a) Ultimate
tensilestrength Lab
One test for each
manufacturer
b) Ultimate
elongation
Lab
One test for each
manufacturer
Once for each
consignment
i. Thickness
Lab/Ficld
and for each colour
3. ACP
Once for each
consignment
i. Aluminium foil
Lab
and for each colour
thickness
ii. Weight/Sqm
Lab
Once for each
consignment
and for each colour
iv. Thermal
Lab
ASTM D 968
Once for each source
expansion
v. Tensile strength
Lab
ASTM DD
Once for each source
638
vi. Flexural strerngth
Lab ASTM D 790
Once for each source
vii. Yield strength
LAB
ASTM D 638
Once for each source
Vii. Powder coating
/PVDF coating
thickness As
required by the Engineer
CAMPUS DEVELOPMENT OF IT
HYDERABAD, PACKAGE 38
9. Once for each consignment
and for each colour
Once for each consignment
and for each colour
a Solid colour Lab
b) Metallic colour Lab
Once for each colour of ACP
for each source
ix. Salt spray test Lab ASTM B 117
Once for each colour of ACP
for each source
x. Colourretention Lab ASTM D
test 2244
xii. Gloss retention Lab ASTM D 523 Once for each colour ofACP
test
for each source
Once for each colour of ACP
for each source
xii. Chalk Lab ASTM D
resistance test 4214
Once for each colour of ACP
for each source
xii. Chemical Lab
immersion tests
Once for each colour of ACP
for each source
Once for each colour of ACP
a) 5% HS04 Lab ASTM D 543
b) 5% NaOH Lab ASTM D
543 for each source
Once for each colour of ACP
for each source
Every 500 Nos. of clamps
c) Detergent Lab ASTM D
543
IS 277
5. Galvanized clamps Thickness Lab
of
galvanizing| As per relavent BoQ item
specification
7. Mock up test Lab As specified
in
specification
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 3B
10. Frequency of
testing
Minimumn
quantityofmaterial
workforcarrying
Field/ Test
Material Clause Test
Laboratory Test Procedure
outthetest
500sgm.or part
there-of.
Laboratory IS1124 50Sq.m.
() Moisture
Absorption
Marble 8.3
(Table8.2) -do-_
Mho'sScale
IS1122
IS1124
IS1122
-do
-do
-do-_
)HardnessTest
Ci) SpecificGravity
) Moisture
LCi)SpecificGravity
-d0-
-d0- do
Granite -do -do
-do -do
-do-
Laboratory IS1599 20tonne Every 20 tonne or
Steel if arranged
by the contractor
(a) Tensile strength
(b) Bendtest
10.1.1 oart thereof.
Every 8 tonne or part
thereof
Every 20 tonne or
part thereof
Steel tubular (a) Tensile Test Laboratory IS1608
10.13
pipes
(b) Bend Test Is2329
(c) Flattening Test IS2328
Field Laboratory
Test
Test
Procedure
Min.quantity of
material for
Material Clause Test Frequency of testingg
carrying out the
test
1.Dimensions and 20,000 Nos. or part
thereof
Pressed IS:13630
11.4,11.5
&11.16
Laboratory 3000 Nos.
ceramic
tiles(for floor
&wall)
Vitrified tiles
Surface quality
|2.Physical properties
3.Chemical properties
and
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 3B
11. Coarse
Aggregate
S2386
(Part Iv
16.1.1 1. Los Angles Laboratory Per200ms
2. Abrasion Value or
Aggregate Impact
Value
IS 2386
(Partv) IS 5640
IS 2386
(Partl)
3. Flakiness Index
16.1
Table16.2Grading9 requirement IS2386
(Partl) Per100m
Field Nil
Fine Aggregate As required by the
Engineer-in-charge
16.1.2 Deleterious materials Laboratory I$2386 (Partill) Nil
As prescribed
inlS73
Bitumen As required by the
Engineer-in-charge
16.1.5 As prescribed in IS73 Laboratory Nil
Embankment
under 1. Moisture content
2. Density
Laboratory
Field
IS2720(Partli)
IS 2720 (Part
AXVIII)
Nil
Nil
250 m
250 m°
16.3.1
(O.M C.
conditions)
3. Control test on
Borrow pits.
16.3.4.4
Laboratory
IS2720
(PartlV)
(a) Gradation Laboratory Nil One to Two tests per 8000m
IS2720
(PartV)
IS2720 (PartVill)
(b) Plasticity Laboratory Nil -Do-
(c) Proctor Test Laboratory Nil -Do
(d) Deleterious
content
As required by the
Engineer-in-charge
Laboratory Nil
(e) Moisture contents Laboratory IS 2720 (Partli) Nil 250m3
Bitumen
Penetration
Macadam
16.32 As required by the
Engineer-in-charge.
1. Binder Field IS73 Nil
2. AggregateAbrasion
Impact value or LOS
Angles Value
Per100m of
Aggregate as required by
the
Engineer-in-chargee
IS 2386
Laboratory Nil
(Partiv)
CAMPUS DEVELOPMENT OF IT HYDERABAD, PACKAGE 3B
12. 3. Flakinesslndex
Laboratory IS2386 (Parll) Nil -Do-
4. StrippingValue
Laboratory IS 6241 Nil -Do-
5. Gradingof Aggregate Fieldor
Laboratory Is 2386 (Partl) Two tests per day per plant
Situmen Mastic
Wearing
COurse
1. LosAnglesAbrasion|
ValuelAggregatelm
pact value
16.33
Laboratory S 2386 (PartiV) Nil
Forevery100m
2. Flakiness Index
Laboratory Is2386 (Part 1)
-Do-
3. Stripping Value
Laboratory IS 6241
-Do-
One set of test on individual
constituents and
aggregate from dryer for each
100tonneS of mix subject to
minimum of two sets per plant
per day
4. Mix Grading
Field/ Laboratory IS 2386 (Part 1)
mixed
13. Minimum (quantity of material for
carrying out test
SLNo. Material Test Field/Laboratory Test Procedure
Frequency of
Testing
FLY ASH
Chemical composition
Total chloride in
Max 0.05%
percent by mass Third party lab
Loss of ignition in
percent by mass
test
Max 5%
1. Silicon dioxide plus aluminium
oxide plus iron oxide percent by
mass, Min 70
2. Silicon dioxide (SiO,), percent by
mass Min 35
3. Magnesium oxide(Mg0). percent
by mass, Max 5
4. Total sulphar as sulphar
IS: 1727
Oncepersource
Third party lab
Chemical composition
test trioxidelSO,), percent by mass Max
5. Available alkalis as sodium oxide
(Na0),percent by mass, Max 1.5
6. Loss on ignition, percent by mass,
Max 5
7. Total chloride, percent by mass,
Max 0.05
b Physical
Fineness-specific
surface in m'/kg by
Blaine's permeability
method.
Lab test Min 320 m'/kg Evey S0 MT
IS: 1727
Compressive strength at Third party lab Not less than S0 percent of the
28 days in N/mm strength of corresponding mortar
Cubes
test Once per source
CAMPUS DEVELOPMENT OF IIT HYDERABAD, PACKAGE 38
14. Frequency of
Minimum quantity of material for
SLNo. Material|Test
Field/Laboratory Test Procedure
carrying outtest
Testing
Soundness of autoclave Max 0.8%
Evey 50 MT
test expansion of Lab test
specimens,percent
Particles retained on 45
micron IS sieve (wet
sieving)
Limereactivity- average
compressive strength in
N/mm
Max 34%%
Evey 50 MT
Lab test
Third party lab 4.5 N/mm
Once per source
test