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Daily Observation Check-list for Ambulance

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Daily Observation Check-list for Ambulance
Date:

S.No.
Check Point
Status
Remarks

1
Condition of Break System



2
Condition of Emergency Siren/Horn



3
Condition of Battery



4
Condition of Head lights & tail lights



5
Condition of Air pressure in the 4 tyres



6
Condition of spare tyre



7
Condition of wipers



8
Condition of Break lights



9
Petrol in tank- Full/Half/Quar



10
Engine Oil



11
Water level in Radiator



Daily Trail run details:
Time
Initial Reading
Final Reading
Total KM
Signature of the Driver

























Comments of the Driver after Trail run:

Out Going Trips details:
Out time
Initial reading
Purpose
In time
Final reading
Total KM
Signature of the Driver






















Petrol filled status:

Oxygen Cylinder Pressure

First Aid appliances availability

Structure condition

Signature of Security Supervisor:

EOT CRANE WEEKLY INSPECTION CHECKLIST

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EOT CRANE WEEKLY INSPECTION CHECKLIST


Description
YES
NO
REMARKS
EOT crane Number


Shop & Bay


Date of checking


Cleaned on


Drive platform
Unwanted  material kept



L.T Motor
Oil spillage in motor



Oil spillage in gear box



Idle platform  
1) Railing cable track



2) Unwanted materials kept



3) C.T. Rails Bolt/Nuts are welding at joints



Hand rail
C.T. Bolt / Nuts condition



Trolley
1) Platform clean hand rails clean fitted properly.



2) Leakage of oil from gear box of
a) Hoisting



b) Cross travel



 Long travel rails
1) Loose bolts/ Nuts rail joints
Gap & alignments – Up/Down - Side



2) Grease on the track any obstruction



3) Sound during movement of cranes span deviation



Limit switch working



Motors covers in tight condition



Horn working



Pendent emergency switch working



Chain sling in good conditions



Capacity of load lifted within SWL



Identification of crane no with SWL marked



Only crane operator operated the crane



Guide rope used for material handling










This video from Total Safety provides a great example of proper test procedures for permit-required confined spaces required by OSHA 1910.146.

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http://www.youtube.com/watch?v=3J_AFyis9M8&feature=player_embedded#at=15

Non-Permit Confined Space vs. Permit Required Confined Space


There are very specific definitions that help identify whether or not a confined space requires an entry permit and a pre-entry checklist. 

Non-Permit Confined Space

A Non-Permit confined space does not contain or have the potential to contain any hazard capable of causing death or serious physical harm.
Examples of non-permit required confined spaces include:
  • Interiors of HVAC units
  • Certain air plenums and pipe chases
  • Attics
  • Walk-in freezers or refrigerators
  • Some building crawl spaces

Permit Required Confined Space

OSHA uses the term "permit-required confined space" ( or 'permit space') to describe a confined space that:
  • Contains or has a potential to contain a hazardous atmosphere.
     
  • Contains a material that has the potential for engulfing an entrant.
     
  • Has an internal configuration such that an entrant could be trapped or asphyxiated by inwardly converging walls or by a floor which slopes downward and tapers to a smaller cross-section.
     
  • Contains any other recognized serious safety or health hazard, such as unguarded machinery, exposed live wires, or heat stress.

Confined Space Entry

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http://www.youtube.com/watch?v=R1ld6cv2b48

Top 10 Forklift Accidents !

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http://www.youtube.com/watch?v=KTnGZ37sZqM








Protect your workers and your business with this Forklift Training DVD by JJ keller .Created for compliance with OSHA’s 1910.178(l), it covers:
  1. Forklift basics (types, rear steering, turning radius, combined center of gravity and the stability triangle, load center and controls)
  2. Inspecting your forklift
  3. Picking up a load
  4. Traveling with a load
  5. Placing a load
  6. Working in a truck, trailer or railcar
  7. Charging and refueling
  8. Maintenance and modification
  9. Specialized units and attachments
  10. Hazardous locations and forklift types
  11. Lifting employees
  12. & more!

Ammonia and Water Reactions

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Ammonia and Water Reactions 

 https://www.youtube.com/watch?v=vgBe0fsPcjk

Preventing and Responding To Anhydrous Ammonia Emergencies

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Preventing and Responding To Anhydrous Ammonia Emergencies 

 https://www.youtube.com/watch?v=NKoZeT5z_NA

Global warming to change India's rain pattern Kolkata, Mumbai most vulnerable due to sea level rise, says World Bank

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At a time when unprecedented rain has resulted in havoc in the Himalayan state of Uttarakhand, the World Bank today came out with a report which states that another 2 to 4 degree celsius in the world average temperature may impact India’s rain pattern.

This could leave some areas under water, others would struggle for enough water, it said.

The report notifies Kolkata and Mumbai as the “hotspots” with threats of extreme floods, intense tropical cyclones, rising sea levels and high temperature. The report also suggests that an extreme wet monsoon that currently has a chance of occurring only once in 100 years in India is projected to occur every 10 years by the end of this century.

The report, “Turn down the heat: Climate extremes, regional impacts and case of resilience”, looked into the likely impact of a 2 to 4 degree Celsius warming on agricultural production, water resources, coastal ecosystems and cities across South Asia, Sub-Saharan Africa and South East Asia. It states that by 2040, India would see a significant reduction in crop yields because of extreme heat.

“Governments should look at developing more climate-smart agricultural practices and should improve energy efficiency and focus more on renewable energy,” said Onno Ruhl, World Bank country director in India.

The report adds that the scenario would be worse unless action is taken to limit carbon emissions, as South Asia is likely to suffer the most through extreme droughts, floods, rising sea levels, melting glaciers and decline in food production. The reports also calls for flood defenses, cultivation of drought and heat resistant crops, improved ground water management and better coastal infrastructure in order to reduce the impact.

Due to its proximity to equator, the sub-continent would see higher rise in sea levels than higher latitudes, with the Maldives confronting the biggest increase between 100-115 centimeters, the report points out.

With 2 degree Celsius warming by the 2040, crop production in South Asia may reduce by at least 12%, requiring more than twice the imports to meet per capita demand than it is required without climate change. Decreasing flood availability may also lead to significant health problems, including child stunting, which is projected to increase by 35% by 2050, compared to a scenario without climate change, the report adds.

Heavy rains wreak havoc in North India, flood warning in Delhi, UP

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Heavy rains wreak havoc in North India, flood warning in Delhi, UP 

 https://www.youtube.com/watch?v=ICkGHCAgvKM

PM announces 1000 crore rupee disaster relief for Uttarakhand

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PM announces 1000 crore rupee disaster relief for Uttarakhand

Earlier today, Smt. Sonia Gandhi, Chairperson, UPA and I undertook an aerial survey of the rain and flood-affected areas of Uttarakhand. We saw for ourselves the large scale devastation that has been caused in the State. Our hearts go out to the families of those who have lost their lives and those who have suffered injury or loss of property in this huge tragedy.
Assessing the magnitude of the losses, both in terms of lives lost and houses destroyed, or the damage to buildings, roads and other infrastructure, is an exercise that will take some more time. The priority for the authorities at the moment is to rescue the stranded and provide urgently needed succor to those most in need of it.
What Chairperson UPA and I saw today was most distressing. While the most recent estimates put the death toll at 102, it is feared that loss of lives could eventually be much higher. So far, more than 10,000  people have been rescued and are being provided food, clothing and shelter. Many persons still remain stranded. The maximum damage has been in Kedarnath and its vicinity.
The immediate need is for rescue and relief operations and the Government will not spare any effort in this regard.
The Central and State Governments have deployed all possible resources to deal with the immediate aftermath of the ghastly tragedy.  About 5500 Jawans and Officers of the Army, 3000 men of the Border Roads Organisation and 600 ITBP personnel are engaged in relief and rescue efforts. Thirteen teams of the National Disaster Response Force have been deployed. The Air Force has deployed 18 helicopters and a C-130 aircraft. Private helicopters have also been engaged by the State Government.
The Central and State Governments will continue to work in close coordination to ensure that every possible effort is made not only to provide immediate relief to the affected persons but also to help them reconstruct their lives.
Ex-gratia assistance of Rs. 2 lakh each to the families of those who have lost their lives and Rs. 50,000 each to those who have been injured will be provided from the Prime Minister’s National Relief Fund (PMNRF). Further, we will also provide from the PMNRF ex-gratia assistance of  Rs.1 lakh each to those whose houses have been completely destroyed and Rs. 50,000 each to those whose houses have been damaged.
I have decided to provide an amount of Rs.1000 crore to Uttarakhand for disaster relief, of which Rs. 145 crore is being released immediately. I have also directed all Central Agencies to render all possible assistance in their domain to the State.

PM's statement after visiting Uttarakhand

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PM's statement after visiting Uttarakhand

Earlier today, Smt. Sonia Gandhi, Chairperson, UPA and I undertook an aerial survey of the rain and flood-affected areas of Uttarakhand. We saw for ourselves the large scale devastation that has been caused in the State. Our hearts go out to the families of those who have lost their lives and those who have suffered injury or loss of property in this huge tragedy.

Assessing the magnitude of the losses, both in terms of lives lost and houses destroyed, or the damage to buildings, roads and other infrastructure, is an exercise that will take some more time. The priority for the authorities at the moment is to rescue the stranded and provide urgently needed succor to those most in need of it.

What Chairperson UPA and I saw today was most distressing. While the most recent estimates put the death toll at 102, it is feared that loss of lives could eventually be much higher. So far, more than 10,000  people have been rescued and are being provided food, clothing and shelter. Many persons still remain stranded. The maximum damage has been in Kedarnath and its vicinity.

The immediate need is for rescue and relief operations and the Government will not spare any effort in this regard.

The Central and State Governments have deployed all possible resources to deal with the immediate aftermath of the ghastly tragedy.  About 5500 Jawans and Officers of the Army, 3000 men of the Border Roads Organisation and 600 ITBP personnel are engaged in relief and rescue efforts. Thirteen teams of the National Disaster Response Force have been deployed. The Air Force has deployed 18 helicopters and a C-130 aircraft. Private helicopters have also been engaged by the State Government. 

The Central and State Governments will continue to work in close coordination to ensure that every possible effort is made not only to provide immediate relief to the affected persons but also to help them reconstruct their lives.

Ex-gratia assistance of Rs. 2 lakh each to the families of those who have lost their lives and Rs. 50,000 each to those who have been injured will be provided from the Prime Minister’s National Relief Fund (PMNRF). Further, we will also provide from the PMNRF ex-gratia assistance of  Rs.1 lakh each to those whose houses have been completely destroyed and Rs. 50,000 each to those whose houses have been damaged.

I have decided to provide an amount of Rs.1000 crore to Uttarakhand for disaster relief, of which Rs. 145 crore is being released immediately. I have also directed all Central Agencies to render all possible assistance in their domain to the State.

What is disaster management?

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Disaster management

‘Disaster management can be defined as the organization and management of resources and responsibilities for dealing with all humanitarian aspects of emergencies, in particular preparedness, response and recovery in order to lessen the impact of disasters.
  • Types of disasters
  • Disaster prevention
  • Disaster preparedness
  • Disaster relief
  • Disaster recovery

Types of disasters

There is no country that is immune from disaster, though vulnerability to disaster varies. There are four main types of disaster.
  • Natural disasters. These disasters include floods, hurricanes, earthquakes and volcano eruptions that can have immediate impacts on human health, as well as secondary impacts causing further death and suffering from floods causing landslides, earthquakes resulting in fires, tsunamis causing widespread flooding and typhoons sinking ferries
  • Environmental emergencies.  These emergencies include technological or industrial accidents, usually involving hazardous material, and occur where these materials are produced, used or transported. Large forest fires are generally included in this definition because they tend to be caused by humans.
  • Complex emergencies. These emergencies involve a break-down of authority, looting and attacks on strategic installations. Complex emergencies include conflict situations and war.
  • Pandemic emergencies.  These emergencies involve a sudden onset of a contagious disease that affects health but also disrupts services and businesses, bringing economic and social costs.
Any disaster can interrupt essential services, such as the provision of health care, electricity, water, sewage/garbage removal, transportation and communications. The interruption can seriously affect the health, social and economic networks of local communities and countries. Disasters have a major and long-lasting impact on people long after the immediate effect has been mitigated. Poorly planned relief activities can have a significant negative impact not only on the disaster victims but also on donors and relief agencies. So it is important that physical therapists join established programmes rather than attempting individual efforts.
Local, regional, national and (where necessary) international organisations are all involved in mounting a humanitarian response to disasters. Each will have a prepared disaster management plan. These plans cover prevention, preparedness, relief and recovery (see below).

Disaster prevention

These are activities designed to provide permanent protection from disasters. Not all disasters, particularly natural disasters, can be prevented, but the risk of loss of life and injury can be mitigated with good evacuation plans, environmental planning and design standards. In January 2005, 168 Governments adopted a 10-year global plan for natural disaster risk reduction called the Hyogo Framework. It offers guiding principles, priorities for action, and practical means for achieving disaster resilience for vulnerable communities.

Disaster preparedness

These activities are designed to minimise loss of life and damage – for example by removing people and property from a threatened location and by facilitating timely and effective rescue, relief and rehabilitation. Preparedness is the main way of reducing the impact of disasters. Community-based preparedness and management should be a high priority in physical therapy practice management.

Disaster relief

This is a coordinated multi-agency response to reduce the impact of a disaster and its long-term results. Relief activities include rescue, relocation, providing food and water, preventing disease and disability, repairing vital services such as telecommunications and transport, providing temporary shelter and emergency health care.

Disaster recovery

Once emergency needs have been met and the initial crisis is over, the people affected and the communities that support them are still vulnerable. Recovery activities include rebuilding infrastructure, health care and rehabilitation. These should blend with development activities, such as building human resources for health and developing policies and practices to avoid similar situations in future.
Disaster management is linked with sustainable development, particularly in relation to vulnerable people such as those with disabilities, elderly people, children and other marginalised groups.
Myths and Realities of Disaster Assistance summarises some of the common misunderstandings about disaster management.

CONTINGENCY ACTION PLAN

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CONTINGENCY ACTION PLAN
Introduction
Natural calamities, of one description or the other, affect nations all over the world. Because of the large geographical size of the country, India often faces natural calamities like floods, cyclones and drought occurring fairly frequently in different parts of the country. At times, the same area is subjected to floods and drought situation in successive seasons or years. While not all natural calamities can be predicted and prevented, a state of preparedness and ability to respond quickly to a natural calamity can considerably mitigate loss of life and property and the human suffering and restore normalcy at the earliest. It is, therefore, of paramount importance that a plan of action for dealing with contingencies that arise in the wake of natural calamities is formulated and periodically updated.
Types of Natural Calamities
1 Different natural, calamities can be distinguished from each other in terms of their nature and extent of their impact. Calamities like earthquakes, hailstorms, avalanches, landslides, etc. occur quite suddenly but they are restricted in their impact in terms of time and space. Similarly, though floods and cyclones occur with some element of .warning yet their occurrence is confined in duration. Drought, on the other hand, spans over a much longer time-frame and its adverse impact on the economic activities and life of an area is of a more lasting nature. The measures required to meet the threats posed by different calamities, therefore, differ considerably in terms of disaster preparedness and amelioration of the economic and social life of the affected people.
Major and minor calamities
Natural calamities may be broadly grouped into major and minor types depending upon their potential to cause damage to human life and property. While natural calamities like earth-quakes, droughts, floods and cyclones could be regarded as major, hailstorms, avalanches, landslides, fire accidents, etc. whose impact is localised and intensity of the damage is much less can be categorised as minor calamities.
 Minor calamities like hailstorms, avalanches, landslides and fires also occur without any appreciable degree of forewarning and cause damage to properties and lives. However, areas prone to such disasters also could be identified and certain precautionary measures taken in the context of potential threat requiring general awareness and an ability to relate to a predefined system of appropriate responses on the part of the local administration.
ANNEXURE-I

SOCIAL, ECONOMIC & HEALTH CONSEQUENCES OF NATURAL CALAMITIES

S.
No.
Consequences
NATURAL CALAMITIES
Earth-Quake
Cyclone
Flood
Fire
Drought/ Famine
1.Loss of life
X
X
X
X
2.Injury
X
X
X
X
X
3.Epidemiological threat
X
X
4.Loss of crops
X
X
X
5.Loss of housing
X
X
X
X
6.Damage to infrastructure
X
X
X
X
7.Disruption of communications
X
X
X
X
8.Disruption of transport
X
X
X
X
9.Panic
X
X
X
X
10.Looting
X
X
X
X
11.Breakdown of social order
X
X
X
12.Short-term migrations
X
  
X
13.Permanent migration        
#
14.Loss of Industrial production
X
X
X
X
#
15.Loss of Business
X
X
X
X
#
16Distruption of marketing systems
X
X
X
X
#
LEGEND :
X - Direct Consequences
#  -  Secondary Consequences

Early Monsoon Rains Flood Northern India

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A submerged idol of Hindu Lord Shiva stands in the flooded River Ganges in Rishikesh, in the northern Indian state of Uttarakhand, on June 18, 2013. Torrential monsoon rains have cause havoc in northern India leading to flash floods, cloudbursts and landslides as the death toll continues to climb and more than 1,000 pilgrims bound for Himalayan shrines remain stranded. (AP Photo)


A horse rider is silhouetted against early monsoon clouds at Marina beach in the southern Indian city of Chennai, on June 10, 2013. (Reuters/Babu) #


People play in high tide waves during monsoon rains on the Arabian Sea coast in Mumbai, India, on June 12, 2013. (AP Photo/Rajanish Kakade) #

People gather to watch a bridge submerged in the flooded water of the River Ganges in Rudraprayag, in northern Indian state of Uttarakhand, on June 18, 2013. (AP Photo) #

A Hindu devotee tries to take a holy dip in the flooded waters of river Ganges in the northern Indian town of Haridwar, on June 18, 2013. (Reuters) #

Indian people look at a collapsed road and flooded river in the northern state of Uttarakhand, on June 17, 2013. (AFP/Getty Images) #

Indian army personnel rescue stranded children and other people to a safe place in the worst flood affected region of Govind Ghat, in the northern Indian state of Uttarakhand, on June 18, 2013. (AP Photo) #

A car sits abandoned in rubble from a landslide in Tehri, Uttarakhand, on June 19, 2013. A joint army and air force operation evacuated nearly 12,000 Hindu pilgrims stranded in a mountainous area by torrential monsoon rains and landslides in northern India, but nearly 63,000 people remain cut off, a senior official said Wednesday. (AP Photo) #

Buildings are partly submerged in the flooded Alaknanda River in Govind Ghat, India, on June 18, 2013. (AP Photo) #

Fast moving water flows over a Hindu statue during a heavy monsoon rain in Rishikesh, on June 17, 2013. (AFP/Getty Images) #

People survey flood damage from heavy monsoon rains in Dehradun in Uttrakhand state, on June 17, 2013. (AFP/Getty Images) #

A view of the Hindu holy town of Kedarnath from a helicopter after a flood, in the northern Indian state of Uttarakhand, on June 18, 2013. (AP Photo) #

Journalists stand on a nearly empty bridge after traffic was stopped due to a perilously high water level which nearly touched the bridge on the Yamuna River, in New Delhi, India, on June 19, 2013. Heavy rainfall in northern India has caused water to be released from barrages upstream flooding the banks of the Yamuna along New Delhi. (AP Photo/Saurabh Das) #

A young Indian girl plays in monsoon rainwater falling on her head from an overpass in Mumbai, on June 14, 2013. (AP Photo/Rajanish Kakade) #

A resident carries his belongings through an alley flooded with the rising water level of river Yamuna after heavy monsoon rains in New Delhi, on June 19, 2013. (Reuters/Anindito Mukherjee) #

A train powers through a flooded section of railway track after heavy rains in Mumbai, on June 16, 2013. (AP Photo/Rajanish Kakade) #

Indian street children play in a puddle of water along a road in New Delhi, on June 16, 2013. (Sajjad Hussain/AFP/Getty Images) #

18
A man rows past a bus partly submerged in flood water in Rishikesh, Uttarakhand state, on June 18, 2013. (AP Photo) #

19
A boy sits on a ladder next to his flooded house with the water level of the Yamuna River rising after heavy monsoon rains in New Delhi, on June 19, 2013. (Reuters/Anindito Mukherjee) #

Indian children play on a flooded street after heavy monsoon rains in Mumbai, on June 16, 2013. (AP Photo/Rajanish Kakade) #

A man rests in his rickshaw as it rains in New Delhi, on June 16, 2013. (AP Photo/Tsering Topgyal) #

Buses and trucks sit submerged in the rising waters of the Yamuna River in New Delhi, on June 19, 2013. (AP Photo/Tsering Topgyal) #http://www.theatlantic.com/infocus/2013/06/early-monsoon-rains-flood-northern-india/100537/

Heat exchanger tubes before cleaning using a video inspection sewer pipe camera

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https://www.youtube.com/watch?v=A4dja7OseTM
These random tubes was part of an internal inspection to determine the condition prior to mechanical cleaning to remove the hard deposits of the exchanger tubes and later re-inspected after the cleaning to verify removal of the hard deposits.
Maverick Inspection Ltd in Sherwood Park, Alberta, Canada has been in the oil and gas industry working for over16 years.

Cleaning of heat exchanger by hydrojet

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https://www.youtube.com/watch?v=I0dLF7TimbQ

ASTM A799 / A799M - 10 Standard Practice for Steel Castings, Stainless, Instrument Calibration, for Estimating Ferrite Content

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Significance and Use

The amount of ferrite present in an austenitic stainless steel has been shown to influence the strength, toughness and corrosion resistance of this type of cast alloy. The amount of ferrite present tends to correlate well with the magnetic permeability of the steel. The methods described in this standard cover calibration practice for estimating ferrite by the magnetic permeability of the steel. The practice is inexpensive to use over large areas of the cast part and is non-destructive.
This practice has been used for research, alloy development, quality control, and manufacturing control.
Many instruments are available having different designs, and different principles of operation. When the probe is placed on the material being investigated, a closed magnetic circuit is formed allowing measurement of the magnetic permeability. When calibrated with standards having known ferrite content, this permeability indicates the ferrite content of the material being analyzed. The estimated ferrite content is read from a calibrated dial or from a digital-readout dial. Follow the manufacturer's instructions for proper calibration of the instrument.
Since this practice measures magnetic attraction and not ferrite directly, it is subject to all of the variables that affect magnetic permeability, such as the shape, size, orientation, and composition of the ferrite phase. These in turn are affected by thermal history. Ferrite measurements by magnetic methods have also been found to be affected by the surface finish of the material being analyzed.
Magnetic methods should not be used for arbitration of conflicts on ferrite content except when agreed upon between manufacturer and purchaser.
1. Scope

1.1 This practice covers the procedure for calibration of instruments to be used for estimating the ferrite content of the microstructure of cast stainless steels by magnetic response or measurement of permeability. This procedure covers both primary and secondary instruments.
1.1.1 A primary instrument is one that has been calibrated using National Institute of Standards and Technology-Standard Reference Material (NIST-SRM) thickness coating standards. It is a laboratory tool to be used with test specimens. Some primary instruments may be used to directly measure the ferrite content of castings.
1.1.2 A secondary instrument is one that has been calibrated by the use of secondary standards that have been measured by a calibrated primary instrument. Secondary instruments are to be used to directly measure the ferrite content of castings.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.2.1 Within the text, the SI units are shown in brackets.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.


2. Referenced Documents(purchase separately)
ASTM Standards
A941 Terminology Relating to Steel, Stainless Steel, Related Alloys, and Ferroalloys
B499 Test Method for Measurement of Coating Thicknesses by the Magnetic Method: Nonmagnetic Coatings on Magnetic Basis Metals
E562 Test Method for Determining Volume Fraction by Systematic Manual Point Count
NIST Standard
NIST-SRMCoatingThick

Hydro Test of Boilers

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The equipment should have been hydrostatically tested to a minimum of 1½ times the design pressure, in the factory, and copies of the manufacturer’s data report, signed by the authorized inspector witnessing and evidencing the test forwarded to all jurisdictional bodies as well as to the client.
However, the complete system, along with all interconnecting piping, should be hydrostatically tested before start-up to comply with code requirements and to check for leaks that may have occurred during shipping and handling. This test should be completed under the supervision of and witnessed by an authorized inspector who should represent the state or municipality having jurisdiction or the insurance company covering the installation.
At the option of this inspector, the hydrostatic pressure test may be at 1½ times the design pressure of the equipment, or at a pressure slightly less than the setting of the lowest safety valve. The latter test will avoid the necessity of blanking or gagging of safety valves, removing piping and plugging various pipe openings, removing controls and gage glasses, etc
The boiler and process lines must be completely vented in order to fill them with water. The following is a recommended procedure for hydrostatic testing:
1. Open the steam drum vent valve and gag the safety valves in accordance with safety valve manufacturer’s recommendations. In lieu of gagging, the safety valves may be removed and replaced with test plugs or blind flanges.
2. Open the vents on the interconnecting piping. Close steam outlet valve.
3. Isolate pressure switches, gauge glasses or control components that are not intended to be subjected to a hydrostatic test.
4. Fill the system with treated water in accordance with recommendations from the clients water treatment consultant. (Refer to section entitled “Water treatment Considerations”. The test water temperature range must be 70°F minimum to 120°F maximum (100°F to 120°F  water temperature is preferred). Care should be taken so that all air is vented while the equipment is being filled. Fill the equipment until  water overflows the vent, then close the vent.
5. Apply pressure slowly. The recommended rate of pressure increase is less than 3.4 bar (50 psi) per minute. Proper control must be  maintained so that pressure does not exceed the desired setting of the local steam boiler inspecting agency. Do not subject any pressure  part to more than 1½ times the design pressure rating of any component.
6. When the proper test pressure is reached, inspection in accordance with the test objective can begin. Examine the system for any leaks. If  no leaks are visible, hold the system in a pressurized static condition for a period long enough to satisfy the code requirement.
7. Upon completion of the test, release pressure slowly through a small drain valve. Then fully open vents and drains when the pressure  drops to 20 psig. Particular Care must be given to make sure that parts not normally containing water during Operations are drained free of water. The system should  be drained fully after hydrostatic testing, to prevent freezing, if the unit is installed in a cold weather area, and to minimize corrosion of  the metal surfaces.
8. If temporary handhole or manway gaskets were used for the test, they should be replaced with regular service gaskets before readying  the unit for operation.
Gaskets should never be reused. Replace gage glass if necessary and make sure that the gage cocks are open. Remove all blanks or gags  from safety valves andinstall relief valves, if removed.
9. Additional inspection at this time by the Authorized inspector will determine whether the installation including piping arrangements, valve gauges and controls and other equipment on the unit meets code and/or other jurisdictional requirements.
10. Refer to the “Summary of valve positions” for recommended positioning of the various valves during hydrostatic testing, from operation  manual of respective company.

An Overview on Plunger Pumps Filed under High Pressure Plunger Pumps

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An Overview on Plunger Pumps

With state-of-the-art techniques and advanced mechanism, numerous kinds of pumps have revolutionized the functioning of specific industries. With the best of raw materials and methodologies, this facilitate effective performance and production of products. The types determine the particular tasks they perform for various industries. Be it chemical, mechanical, automobiles, manufacturing, pharmaceuticals and others, this are used everywhere to ease the work load and increase efficiency.
Amongst the variety of pumps, there are Piston Pumps, Pressure Washer Pumps. Car Wash Pumps and many more types that are available and can be used for varied purposes. Every type has specific models and they are utilized for the carrying forward the work for industrial sector. As the implementation is likely in industrial conditions, the manufacturing needs to be up to the mark. This perform the best when they are robust, highly effective and sturdy enough to handle the circumstances and conditions.
When it comes to Plunger Pumps, they are basically known for their reciprocating motion. They are high pressure pumps that utilize cylindrical mechanism for creating the desired effect. The entire mechanism is safe and excellent for usage and follows a pattern for functioning.
Their types include Industrial Triplex, Car Wash, Medium Duty Triplex, Stainless Steel Triplex Plunger Pumps and many more. The models may vary from one manufacturer to the other.
Other than Plunger Pumps, Piston Pumps are also high pressure pumps that effectively involve itself in performing at its level best. Pressure Washer Pumps and Car Wash Pumps, as the name suggests are used for cleaning and maintaining Cars and their parts. The high pressure helps in cleaning every bit of dirt, debris and other hazardous elements.
While selecting any type of this, always look for certification and authentication from the manufacturer. When you are investing on any of the pumps, it is a must to check the return on your investment.

An Introduction to Welding Inspection

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An Introduction to Welding Inspection



by Tony Anderson

Many characteristics of a weld can be evaluated during welding inspection, some relating to the welds size, and others relating to the presence of weld discontinuities.  The size of a weld can be extremely important, as it can often relate directly to the weld's strength and associated performance, undersized weld's may not withstand stresses applied during service.  Weld discontinuities can also be important. These are imperfections within or adjacent to the weld, which may or may not, dependent on their size and/or location, prevent the weld from meeting its intended performance.  Typically these discontinuities, when of unacceptable size or location, are referred to as welding defects, and can sometimes cause premature weld failure through reduction of the weld strength or through producing stress concentrations within the welded component.
The inspection of welds can be conducted for a number of reasons. Perhaps the most fundamental reason is to determine whether the weld is of suitable quality for its intended application.  In order to evaluate a weld's quality, we must first have some form of measuring block with which to compare its characteristics.  It is impractical to attempt to evaluate a weld's quality without some form of specified acceptance criteria.
Weld quality acceptance criteria can originate from a number of sources.  The welding fabrication drawing/blue print will typically provide weld sizes and possibly other welding dimensional information, such as length and location of welds.  These dimensional requirements will usually have been established through design calculations or taken from proven designs that are known to meet the performance requirements of the welded connection.
Acceptable and unacceptable levels or amounts of weld discontinuities for welding inspection are usually obtained from welding codes and standards.  Welding codes and standards have been developed for many types of welding fabrication applications.  It is important to choose a welding standard that is intended for use within the particular industry or application in which you are involved.
Welding inspection can often require a wide variety of knowledge on the part of the welding inspector: the understanding of welding drawings, welding symbols, weld joint design, welding procedures, code and standard requirements and inspection and testing techniques, to name a few.  For this reason many welding codes and standards require that the welding inspector be formally qualified or have the necessary knowledge and experience to conduct the inspection services.  There are a number of welding inspection training courses available and a number of welding inspector certification programs internationally.  The most popular program used in the USA is administered by the American Welding Society (AWS). This is the Certified Welding Inspector (CWI) program. Certification as a welding inspector:  will typically require demonstration of an individual's knowledge of welding inspection through passing examination.
In order to further appreciate the extent of welding inspection we will need to examine specific areas of inspection techniques and welding inspection applications.  I have chosen the following topics to provide this welding inspection overview:
Inspection and Testing for Welding Procedure Qualification – Types of inspection used for these requirements and how they can be an essential part of the overall welding quality system.
Visual Inspection – Often the easiest, least expensive, and probably, if performed correctly, the most effective method of welding inspection for many applications.
Surface Crack Detection – Methods such as Liquid Penetrant Inspection and Magnetic Particle Inspection – How they are used and what they will find.
Radiographic and Ultrasonic Weld Inspection – Methods known as Non Destructive Testing (NDT) and used typically to examine the internal structure of the weld in order to establish the weld's integrity without destroying the welded component.
Destructive Weld Testing – Methods used to establish weld integrity or performance, typically through sectioning and/or breaking the welded component and evaluating various mechanical and or physical characteristics.
One of the main ingredients of a successful welding quality system is the establishment, introduction and control of a sound welding inspection program.  Only after the full evaluation of the weld quality requirements/acceptance criteria, the full appreciation of the inspection and testing methods to be used, and the availability of suitably qualified and/or experienced welding inspectors can such a program be established.
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