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Showing posts with label Ebook. Show all posts
Showing posts with label Ebook. Show all posts

Saturday, 8 August 2015

Numeric Questions for Objective exams from Legislation

As DGMS has made statutory exams online it is now important to have basic idea and knowledge about numeric example from coal mines regulations , metal mines regulations and  Mines act and mines rules. All examples are illustrated in following e book which is linked here.

In exam it may be important to solve objective type of questions having numeric questions for first class and second class exam of coal and metal.

Go to following link for downloading said book.

Sunday, 28 September 2014

DGMS CIRCULAR 2014 | Latest all circular | Download Pdf | Free

Hi friends,

Today I am back with all new DGMS circulars released in 2014. You can download it without any hassle because our new web hosting service. All this circulars are very important for all mining persons working or studying in India.

Approval Circular 01/2014
Approval circular for use of reflective harness, safety goggles and ear plugs
Download

Approval Circular 03/2014
Approval circular for use of Helmets in coal metal and oil mines
Download

Approval Circular 04/2014
Approval circular for use of Shoes in coal, metal and oil mimes of india
Download

Exam Circular 01/2014
Practical experience certificate from non operative metalliferous mines
Download

Legislation Circular 01/2014
Criteria to determine mining accidents : mining statistical, mining non statically, non mining
Download

Technical Circular 01/2014
Campaign on risk calculator
Download

Technical Circular 02/2014
Take five (personal risk assessment)
Download

Technical Circular 03/2014
Accident due to dump failure
Download

Technical Circular 04/2014
Provisions for two intake airway for ventilating districts
Download

Technical Circular 05/2014
Accident due to roof fall
Download

Keep visiting... Be updated...

Thursday, 26 December 2013

Mining Legislation Android App| Rules | CMR | MMR | Android App

Another mining android application for your smart phone.

Mine Legislation.apk

Coal Mine Regulation

Metalliferous Mines Regulation

Mines Rules

This application includes Coal Mine Regulation, Metalliferous mines Regulation and mines rules in Ebook formate for your android phone. It is very helpful for DGMS Exams for all mining engineers.

Always be loaded with rules every time by this app.

Details of App
Name: Mine Legislation
Size: 520 kb
Version: 1.0
Download link: click here to Download
Requirement: Android 2.0  or latest
Developer: Sanni Heruwala
Developed for: http://gujaratmining.blogspot.com

Your reviews are invited regarding this application. Please comment in below given box.

Special thanks to Developer ...!!!

Saturday, 30 November 2013

RECOMMENDATIONS OF CONFERENCES ON SAFETY IN MINES | SAFETY CONFERENCE | DGMS

As all of us know that safety conferences are conducted within certain time periods. All safety aspects related to mining are discussed there for making mining more safer. That is the main reason that every mining engineer must have access to Recommendations of Safety Conferences. And just because of this Recommendations of Safety Conferences are frequently asked in Statutory Examinations held by DGMS.  Here I am posting you all Recommendations of Safety Conferences, which you can download. If you like our service than must share this with your friends on Facebook or other social networking sites. 

You can also subscribe to our articles by email, for subscribing our articles fill your email address on box given ---> right side of this page. For receiving updates about our all new post you can also like us at Facebook.  

________________________________________________________________________

Recommendations Of The First Conference On Safety In Mines

Held In Calcutta On 5th-6th August, 1958

Recommendations Of The Second Conference On Safety In Mines

Held In Calcutta On 9th-10th July, 1966

Recommendations Of The Third Conference On Safety In Mines

Held In Calcutta On 14th-15th July, 1973

Recommendations Of The Fourth Conference On Safety In Mines

Held In Calcutta On 24th December; 1978

Recommendations Of Fifth Conference On Safety In Mines

Held Ill New Delhi On 26-27 December, 1980

Recommendations Of Sixth Conference On Safety In Mines

Held In New Delhi On 13th & 14th January, 1986

Recommendations Of Seventh Conference On Safety In Mines

Held In New Delhi On 19th & 20th Dec., 1988

Recommendations Of Eighth Conference On Safety In Mines

Held In New Delhi On 14th May, 1993

Recommendations Of Ninth Conference On Safety In Mines

Held On 2nd-3rd February, 2000 At New Delhi

Recommendations Of The Tenth Conference On Safety In Mines

Held On 26th And 27th November 2007, At New Delhi.

Recommendations Of 11th Conference On Safety In Mines

Held On 4th & 5th July, 2013 At New Delhi.
_________________________________________________________________________

Monday, 28 October 2013

Mining Dictionary | pdf | Mining and Mineral terms

Hello Mining Engineers,
I think many of you have find need of dictionary while reading mining books  or writing about mining articles or answers. As there are many dictionaries available in market and also online but the most of dictionaries doesn't have all mining terms or special mining meanings of words. If you may also have searched for this on internet or market, but didn't find your need? Then it's for you.
Here I am providing you a fully dedicated mining dictionary with all mining terms for FREE . For your ease it's converted into .pdf form . You can use this in your computers and also in smart phones. I received this request for pure mining dictionary from our blog reader who is a mining student. And by the way it's helpful for mining students. I also have posted an article about free mining dictionary for android mobile. If you are interested then please visit above given link.

Click here to Download



File Details:
Size: 13.7 Mb
Pages: 3660 Pages
Format: Pdf
Type: Mining Dictionary English

Click on skip this ads after cliking on above given download link to start download.
If you like this post then now it's your turn for liking our Facebook page. Click on like button and get all mining updates. You can also share this with your friends by using sharing buttons at top. If you have any question or confused about this post then comment in below given box. Send us your feedbacks at mining016@gmail.com or fill form at contact us page.

Sunday, 20 October 2013

DGMS Circular 2011 | Download | All

DGMS Circular 2011

As usual I am providing you all latest circular of DGMS. Here is a list of DGMS Circular 2011.
If you like this then please click on like button given on right side of this page.
You can also share this to Facebook, twitter, linked in and many more.
Click on share button given at the end of this post.
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DGMS (Tech) Circular 1 of 2011.pdf

Guidelines on Occupational Health Survey

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DGMS (Tech) Circular 2 of 2011.pdf


Safety Management System - Provision for auditing and Review


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DGMS Tech Cir. 4 of 2011.pdf


Traning for operators in HEMM using simulators


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DGMS(Tech) Circular 5 of 2011.pdf


DGMS (Tech) Circular 5 of 2011: Additional PME Formats


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Procedure for downloading;

Click on above given link to start Download.
Then Click on "Skip Ads" button after loading the page. Your download will start.

DGMS Circulars 2012 | Download | Updated

DGMS Circulars 2012

As usual I am providing you all latest circular of DGMS. Here is a list of DGMS Circular 2012.
If you like this then please click on like button given on right side of this page.
You can also share this to Facebook, twitter, linked in and many more.
Click on share button given at the end of this post.
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updated: direct download without ads

DGMS (Genl) Circular No. 1 of 2012.pdf

Appointment of Engineers to hold general charge of machinery

Click Here To Download
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DGMS (Tech) Circular 1 of 2012.pdf

Click Here To Download
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DGMS (Tech) Circular 3 of 2012.pdf

Periodic Medical Examination of Mining Employees above the age of 60 years

Click Here To Download
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DGMS (Tech) Circular 8 of 2012.pdf

Use and maintenance of Telemonitoring System


Click Here To Download
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DGMS (Tech) Circular No. 2 of 2012.pdf



Click Here To Download
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DGMS (Tech) Circular No. 4 of 2012.pdf

Accidents due to Dumpers due to failure of braking systems and sreering systems in Mines



Click Here To Download
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DGMS (Tech) Circular No. 6 of 2012.pdf

Lightening Protection System (LPS) in mines


Click Here To Download
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DGMS (Tech) Circular No.7 of 2012.pdf

Accidents due to Electricity in Mines



Click Here To Download
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Procedure for downloading;

right Click on above given link and select "save target as " or "save link as" option to start download

Wednesday, 2 October 2013

Gas Testing Examination Procedure | With all required certificates

As I have provided much information about gas testing examination today I am going to describe you the procedure of applying in gas testing examination.



There are two examiners in this exam. The whole exam is divided in two parts. One examiner will be a manager of mine and the other will be a mine inspector (DGMS).

First Examiner (Manager of mine)
1.Method of gas testing in an underground mine
2.Right method of checking methane by safety lamp.

Second Examiner (Mining Inspector)
1.Flame safety lamp components and their functions
2.Change in flame on different percentage of gas
3.Rules and regulation related to Safety Lamp, Gases, etc

* Knowledge regarding Gas Testing Examination


Qualification for appearing in Gas Testing Examination


1.Age must be more than 20 years
2.He must have lamp handling certificate issued from VTC or any Underground Mine.
3.He must have paid exam fee Rs. 25/- to DGMS by Postal Order or Bank Draft
4.Certificate of Age: he must have to submit age certificate i.e. SSC School Certificate
5.Medical certificate from of fitness: Fitness certificate from doctor.
6.Character certificate from colliery manager or principal.

I have already uploaded Lamp Handling Certificate, Medical Certificate, Character Certificate, Gas Testing Application Form in this blog.



Click on related links for downloading Gas testing Related Certificates And Documents:


Don't forget attaching self addressed A4 size envelope with tickets.
Procedure for downloading: Click on above given link and there will be downloading link on that page. After clicking that page you will see another page, wait there for 10 sec. Then click on Skip Ads Option. Now you can start downloading. It is my effort for providing you all the things related to mining at free of cost.

If you have any doubt about this than please comment in below given box. If you like my effort than please click on Like button given on right side of this page à and you can also share this page by clicking from below given facebook, twitter, LinkedIn or any icon other social icons. I wrote this article for our new comer mining engineers, so that they don’t have to suffer. You’re Like and share will reach this article to interested people.

Keep Visiting... Be Updated... http://gujaratmining.blogspot.com

Disclaimer: All the information given here are best to my knowledge. But this may not be updated. So please confirm these things from other sources also. 

Tuesday, 17 September 2013

Dimensional stone mining| A note on dimensional stone mining

A note on dimensional stone mining.

Here I am uploading a very useful document related to dimensional stone mining. It was available online as an open source. It may be helpful to mining students. All basic doubts are cleared by the author of this article.

Procedure of download this file.
Click on following link to download this file. Then Click on skip ads after few seconds when page load.

Click here to download.

Thursday, 12 September 2013

DGMS CIRCULAR : EXAMINATIONS AND CERTIFICATES OF COMPETENCY AND FITNESS FOR FIRST CLASS, SECOND CLASS , OVER MAN AND FOREMAN : AFTER DEGREE DIPLOMA

Amendment in Bye-laws for Managers’ Certificate of Competency examination—

EXAMINATIONS AND CERTIFICATES OF COMPETENCY AND FITNESS FOR FIRST CLASS, SECOND CLASS , OVER MAN AND FOREMAN FOR COAL AND METAL AFTER DEGREE OR DIPLOMA : CIRCULAR :


There is a procedure for appling for second class, first class, overman, foreman, mmines mate, sardar for getting certificate approved by dgms in this file.



DOWNLOAD THE WHOLE DOCUMENT OF 28 PAGES HERE.


Wednesday, 4 September 2013

DGMS Circular 7 of 2013: Use of Continuous Miners in below ground workings of Indian coal mines

DGMS (Tech) Circular 7 of 2013: Use
of Continuous Miners in below ground workings of Indian coal mines.

Click here to download dgms circular 7 of 2013.

Or

Click here to download pdf dgms circular 7 of 2013.

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Tuesday, 3 September 2013

Slope Stability Problems Related with Lignite Mining

Introduction
The importance of safe, properly designed and scientifically engineered slope is well known. The benefit of an openpit operation largely depends on the use of the steepest slopes possible, which should not fail during the life of the mine. So, the design engineer is faced with the two opposite requirements, stability and steepness, in designing the deep openpit slopes. Steepening the slopes, thereby reducing the amount of material to be excavated, can save a vast sum of money. At the same time excessive steepening may result into slope failure leading to loss of production, extra stripping costs to remove failed material, reforming of benches, rerouting of haul roads and production delays. Therefore, it is necessary that a balance between economics and safety should be achieved. Slope stability and slope monitoring studies are not yet included as an integral part of the total pit design in India. The subject gets importance only when slope failure takes place putting in danger the entire mining operations or when a failure is impending. Geotechnical studies conducted in the early exploratory or detailed prospective stage will be helpful for economically successful mining. The stability of the slope primarily depends on the strength properties of the slope materials and groundwater condition within the slope. The orientation of the discontinuity planes with respect to slope face determines the types of failure possible within that slope. Generally planar, wedge, toppling and buckling types of failure occur in rock slopes, while in soil slopes and highly weathered rock slopes circular failure is possible.  The failure mostly occurs in the cut fissured variegated clays. The failures are progressive in nature. It occurs due to opening up of fissure followed by strength reduction. The presence of white clay bands as a constituent of variegated clays is also mobilizing failure in these weak clays. The slope instability is generally related to different types of clays associated with lignite seams. The problems are mainly due to sudden changes in the orientation of weak planes. The changes are so local that it is difficult to detect them in advance i.e. during the initial design stages of mine development. These sudden changes in the orientation of weak planes when exposed in the slope may cause slope failures which may not be predicted in advance. The lignite deposit is part of major lignite occurrences in the Gujarat State. Broadly the geological succession in the mine is as follows:
Black cotton soil at the top, followed by red clay- white clay- yellow clay (collectively named as variegated clay), gray to gray- greenish clay, lignite and basalt. Layers of sand and conglomerate are occurring in between the clay beds. The average annual rainfall is around 1200 mm with a minimum and maximum of 500 and 2300 mm respectively over the last 10 years. Ground water is present in the topsoil aquifer, at the contact of basalt and clays, contact of clays and lignite and in the cracks of the basalt with secondary porosity. The depth of groundwater is from three to eight metres with a fluctuation of ground water level between pre-monsoon and monsoon from about three to four metres. The clays overlying the lignite seam are impermeable hence the water seeps into the mine from topsoil aquifer and at the contact of lignite and clays, which leads to bottom heave problem under heavy water pressure. It was observed that the main source of water seepage is the contact of basalt and the underlying clays. The source of the contact water will be confined aquifer within the cracks of basalt. Sometimes even the scientifically engineered slope in sedimentary sequences related to lignite deposits may also experience some instability problems. These problems are most often related to geologic structural features such as unexpected changes in bedding dip or the presence of unfavourably oriented structural discontinuities. These features are often of limited extent and it is extremely difficult, if not impossible, to recognise during the initial design stages of mine development. These relatively small, unforeseen situations can have significant implications for the stability of the pit walls as they are developed. The different fissured weak sedimentary litho units are characterised by highly varying depositional features, i.e. the dip amount and dip direction of these litho units are varying to great extent within the pit. The failures occur frequently in cut slopes of fissured clays, primarily due to opening up of fissure followed by strength reduction due to their long exposure time to natural weathering agencies. The repeated cycles of wetting (due to rains) and drying reduce the strength of fissured and other consolidated clays to great extent. Initially tension cracks are developed, at the crest of the slope after getting the white clay band exposed and finally the failure occurs along the white clay. Thin band of white clay was observed in the vertical slopes of failed zone. The occurrence, behavior and orientation of this very weak formation are very erratic and changing sharply after small distance. The dip amount is about 17° near the basalt zone. As we move away from the basalt sub crop the dip is shallow (about 5°). This white clay is very weak and it becomes almost cohesion less when it comes in contact of water or in other words its surface becomes very slippery. The overlying slope mass fails along this slippery plane during the monsoon. In dry season, the white clay loses its inherent moisture after getting exposed. It shrinks and parts along the contact plane of overlying slope mass. Although there are many bands of white clays in the mine with highly varying orientation but a few bands are only adversely oriented which cause failures. It is very difficult to detect/ predict any specific weak band in advance because usually these are weak, thin and local geological formations with changing dip at short distance and get exposed at the later stages of mining.
The same litho unit will geotechnically behave differently in different parts of pit, depending up on its orientation. Sometimes in this situation, the prediction of slope instability along these clays becomes difficult.
Corrective Measures for Failed Slope
The geometry of the slope has a significant influence upon the stability. The alignment of the slope face with respect to weak planes in the slope mass will improve the stability of the slope. Relatively small changes in the position or alignment of the slope face can result in considerable improvements in stability. The slope gets good lateral restraint by the curvature of the face (Hoek and Londe, 1974). This philosophy will help in safe mining during the coming years. The failed benches should not be reformed by simply filling the subsided zone from top. It will add dead weight on the previously failed slope mass which can reactivate the failure surface. As a consequence, another failure will occur. The only solution for long term stability in the failed zone is to push back benches so that the new benches are formed in in-situ mass. The toe of the failed slope should not be disturbed until systematic mining is done from top. Otherwise, it will lead to another failure. In case, it is not possible to back push the benches then start making small benches (preferably of 3m height) in the failed slope with the help of dozer from bottom to top after applying suitable lateral restraint in the form of consolidated bund. It is done to consolidate the failed mass. If the numbers of reconstructed benches are more then the consolidation will be more and it will make safe slopes. An extra wide safety berm/ bund (minimum width not less than the height of failure) should be made near the toe of the failed mass. The toe of failed mass can be located by the location where floor heaving was observed after first failure. Then start filling and making benches from this safety berm to the upper surface of the mine. The extra weight of filled material on slided part will get consolidated. If the filling is done on the top of slide mass, without initially making benches of less height in the slided mass (necessary for consolidation of the failed mass), then the slided mass will again show the instability sign. It has been observed that the presence of white clay and/ or the contact of basalt with other clay beds are more vulnerable to instability in the lignite pits, which is generally within 40m depth from the surface. The high bench slope in the basaltic contact zone has shown unstable signs especially due to water saturation. So during operating stage, the top 40 m slope should be flattened by providing extra wide benches. The fourth bench from top should be extra wide. This type of staggering of the pit is effectively best option to take care of failures related with lignite mining. This way, the entire pit can be divided in to different segments depth wise. If there is any failure at any particular depth then the failed mass would be arrested on the extra wide bench provided for staggering at different depth intervals and mining activity at rest of the staggered levels would continue without any problem. This strategy worked very well in many lignite mines in Rajasthan. The bench height should be 3 m in the top 40 m basaltic contact zone. Below this zone, the maximum bench height may be 6 m. The bench width should be so adjusted that the overall slope angle does not exceed from the above mentioned slope angle. The bench slope angle should be 70°. Benching should also be done in lignite where ever the thickness of the lignite is more than 6m till the final stage of the excavation and start of the reclamation.
It may be noted that progressive small scale failures may subsequently cause a big failure. If two or three benches are made steeper at any level in any part of the pit then it may initiate failure. Although the overall slope angle may be quite low but the steeper slope angle of these benches may
increase the stress at the toe of relatively steeper part of the slope which may cause failure. Two or three such small failures may cause a big failure. So, benching should be done properly from top to bottom. The mine management should not make steeper slopes/extra high or less wide benches in clays and lignite even after the urgent demand for lignite. Initially it will cause formation of tension crack in the slope which may cause collapse. Even in the peak demand period, the recommended benching parameters must be followed in the slopes from top lignite seam to bottom most lignite seam. It is necessary for better economics of the mine in long run. The sharp triangular outward edges should be avoided at the corners or at any places of the pit during mining activity. The concentration of unfavourable stresses will be higher along these edges. These sharp edges are potential unstable parts of the pit. It should be circular. The stability of slopes in fissured clay is time dependent because of changes in their material properties. The slope will stand with its peak strength only for limited period of time, since the clays undergo substantial softening and get weaker with time. It can be expected that if the cycle time between turnover cuts increases, the chances of failure can likewise be expected to increase. The mining should be so synchronised at the pits from top to bottom that the slope is required to stand for a minimum period of time, preferably one monsoon season. The standing period of the slope will decrease and by the time the clays loose their strength due to exposure, a fresh cut in the slope will be made. This practice will help in increasing the stability of standing slopes. It is sure that no slope can remain stable for long time in these weak clays. The clays loose their strength fast after exposure. The mine management should think about the practicability of this suggestion. While rehandling the failed soil mass, it may be possible that the mining operation is started in in-situ condition in the upper portion of the failed mass, but at the lower levels, the mining operation may touch the toe portion of the failed mass. In this situation, the bench parameters must be changed from in-situ condition to failed mass condition. Other wise the rehandled slope would once again fail. This situation could be avoided by starting the mining activity from sufficiently backwards from the existing crest of failed mass for rehandling of the failed mass. Then only the benches would be formed in in-situ condition from top to bottom. In case it is difficult to implement two different designs (in in-situ and failed mass) at different depths then the design suggested for the failed mass should be implemented uniformly from top to bottom, even in in-situ mass also. The pit should be provided with garland drain/ bund / barrier on the upper surface of pit to divert the run-off of rainwater away from the pit. It should be kept effective during the monsoon. The discontinuance of the pre- monsoon preparation at any location will jeopardise the whole effort of maintaining the designed slopes. The open tension cracks should be filled with permeable material. This filled material should be consolidated by dozer. At the top, any impermeable material may be spread to avoid entry of water to lower level. The contact of sand and other clay beds are more vulnerable to instability due to water saturation. Proper drainage of the water seeping from sand should be arranged. The water should be directed to the pit sump in a controlled channel to avoid saturation of soil. If heavy seepage is observed then advance pit dewatering by submersible pumps should be done to depressurize the slopemass of the benches.
The confined aquifer may be present in the cracks of basalt. This water may seep along the contact of basalt and clay layers. The surface/ rain water may enter in to the slope through the fissured clay. If the entry of this water is not checked then it may cause unstable condition. Advance trenching in virgin land or by drilling bore wells for advance pumping in the proximity of the basalt contact will help to depressurize/ dewater the ground/ area/ slope. Conclusions and Recommendations The failure will not be uncommon in the weak formation of Lignite Mines. The pit slope stability could be achieved by adopting the following measures.
 Staggering of the pit by providing extra wide benches at different depth levels to take care of failures at particular levels without compromising the working at other levels between staggered zones.
 Effective drainage to take care of groundwater and rainwater.
 Proper benching from top to bottom of the pit.
 Different designs for failed and in-situ slope mass.
 By minimizing the exposure period of clays by synchronizing the cuts.
References
 Hoek, E. and Bray, J.W. (1981). Rock Slope Engineering. Institution of Mining and Metallurgy, London. 


  


DISASTER IN INDIAN COAL MINES

 DISASTER IN INDIAN COAL MINES


Mining means the procedures used to extract minerals and other raw materials from the Earth. While extracting such mineral the crust of the earth is disturbed. In other words the equilibrium of the Earth crust is de-established. Virtually it is a “WAR AGAINST MIGHTY NATURE”. To fight such a war against nature is fraught with numerous dangers. Therefore,MINING is the “MOST HAZARDOUS PROFESSION ALL OVER THE GLOBE”. That is why the laws related to safety of workers is much more stringent than laws related to other production units. In spite framing laws and its implementation there is always a probability of an event causing loss of life or injury. However, working mines as per provision of the statute will naturally minimize such unwanted accidents but is impossible to eliminate it altogether.

2. ACCIDENT
2.1. Accident or Disaster has not been defined under the Mines Act , 1952 or under the Coal mines Regulations, 1957 and any other statute related to mining operation.
2.2. “ACCIDENT” may be defined as an unintended happening”. It may or may not cause death or injury to one or more persons. An accident causing loss of life or serous bodily injury or an explosion, spontaneous heating, outbreak of fire, inrush of water or gas, premature collapse of any part of the workings, overwinding of cages etc. will have to be reported whether there is a loss of life or not. This is provided under section 23 of the mines act, 1952 (read with C.M.R 9 and form IV A).
2.3. Accidents may be broadly classified into different categories.It should however, be noted that there is no clear cut demarcation of category of accident but is supported by convention. 
(i) Dangerous occurrence – No loss of life or injury but only mishaps.
(ii) Reportable injury – Injury other than a serous injury.
(iii) Minor injury – Any injury other than a serious injury enforcing,absence of 24 hrs. but less than 72 hrs.
(iv) Serious injury – As an injury which involves the permanent loss of any part of the body or permanent loss of or injury to the sight or hearing or permanent physical incapacity or the fracture of any bone or joint, and or absence of 72 hours or more.
(v) Fatal accident – Which results in death of one or more persons.
(vi) Major accident – Which results in death of 4 to 9 persons.
(vii) DISASTER – Which results in 10 or more deaths.
3. DISASTER (GENERAL)
3.1 As spelt under para 2.3, a disaster in a mine is identified when 10 or more persons are killed in an accident arising out of mining operation. There are various causes of ACCIDENTS and they have been codified. However, the disasters are caused by major reasons of accidents. Coal Mines are more prone to Disasters than Mettaliferous mines. The reasons are multifold. Occurrence of inflammable gas, weak and friable strata are the main reasons. The proximity of abundant mines filled with water or gas are the other reasons making the coal mines more prone to Disasters.
3.2 The prescription under the coal mines Regulations, 1957 appears to be adequate. The Chapter (ix) – Regulations 116 to 129 is devoted on “Precautions against dangers from fire, Dust, Gas and Water”. Likewise standard of ventilation and Regulations related to Mine working (both o/c and underground) is quite exhaustive and sufficient. Unfortunately many of the Disasters have taken place before the binding statues in detail came to be the laws of Mining. Even after coming up of Regulations in 1957 and modifications and circulators have not been able to arrest the disasters. Most of the disasters are on account of lack of appreciation of the provisions under stipulated Regulations and also on account of deliberate or inadvertent neglect of the provisions.
3.3 “There is hardly any accident or disaster which is on account of”Act of God”.Severe earthquake causing damage to the mine working or flow of water into mines due to unprecedented rain etc. may sometimes be categorized as an “Act of God” but eventually has not been known so for. An enclosed diagram under the head “Accident Trend- Responsibility wise” would support the stipulation above.
3.4 If we categorize an accident causing death of 10 or more persons, there may be no. of causes of accidents but we are concerned here with the death caused by Mining or its associated activities. The main cause of “Mine Disaster” (based on no. of deaths in past)may be categorized as follows.
3.4.1:- MAIN CAUSES OF DISASTERS:
(i) EXPLOSION – GAS or Gas cum dust explosion or Dust explosion.
(ii) Inundation – In rush of water either from surface or otherwise.
(iii) Fall or collapse of roof/pillar/sides etc.- i.e. GROUND MOVEMENT.
(iv) Fire.
(v) Air blast.
(vi) Miscellaneous.
4. EXPLOSION
Although explosions account for relatively less number of deaths compared to other reasons but it causes an taken as a national calamity. Explosions are a phenomenon of underground coal mining and they may be caused by one of the following:
(a) Firedamp (Methane) alone or
(b) Coal Dust alone or
(c) Both Firedamp and Coal dust.
4.1. FIREDAMP EXPLOSION:
It is known that the “Methane” in the mixture of air between 5% to 15% is within explosive range. However, 10% of Methane exhibits maximum explosive violence. Once the explosive mixture is present in the mine air it may be ignited by any one of the following:
a) Flames from naked lights, match sticks, burning coal and oil.
b) Heated surfaces like incandescent filament of an electric lamp, overheated gauze's of flame safety lamps, bearings, rocks or metal surfaces heated by friction.
c) Sparks from electric cables and apparatus. Flame proof electrical equipments may also cause spark. Some time intrinsically safe apparatus may have induction voltage and may cause spark.
d) Explosives: Flame and hot gases given off by a shot incandescent particles ejected from the shot hole,incompletely detonated explosives continue to burn etc. If P5 explosives are not used in gassy mines there is every likelihood of an explosion.
4.2 COAL DUST EXPLOSION:
Coal dust when suspended as an cloud in the air, is also capable of propagating an explosion, even in the complete absence of Firedamp. A dense cloud of dust is required to initiate an explosion and it may propagate further with little quantity of dust as little as 50 gm of dust in one cubic meter of air space can propagate an explosion. However, it is to be noted that coal dust requires much stronger source of ignition”Coal Dust Explosions”. In such case the Firedamp explosion itself becomes the
source of ignition for coal dust. However,initiation of dust explosion by fire is an record.
4.3 Firedamp and Coal Dust explosion:
As stated earlier that purely coal dust explosion is a remote possibility, all the major disasters arising out of explosions belong to this category. In a “Gas Explosion” the shock waves and “Flame” are usually together. In a Coal dust explosion, the dust must be raised in the mine atmosphere. The shock wave of the gas explosion disperses the dust and the coal dust explosion follows thereafter the stone dust barrier,due to shock wave caused by gas explosion (which moves ahead) causes t5he dust on the barrier to fall in thick concentration and arrest the propagation af coal dust explosion. It is also to be noted that coal dust explosion is more severe than the gas explosion.
4.4 Statistics of Explosion in Indian Coal Mines:
So far 23 explosions have been recorded causing loss of 1184 lives including 50 lives lost on 6th September 2006 at Nagda Incline of Bhatdih Colliery (B.C.C.L). Maximum lives were lost at Dhori colliery on 28.5.1965 numbering 268 followed by Poidih colliery death toll of 209 on 18.12.1936. Another very high toll at 176 was at Chinakuri on 19.2.1958. The most recent incidence of explosion at Nagda, in recent past , is the highest one after Dhori.
4.5 Analysis of Explosions:
Critical analysis of the explosion reveal the following:
a) Most of the explosions are on account of “Methane Gas”.
b) Many gas explosions have assumed severity on account of association of coal dust.
c) There are few gas explosions without association of dust.
d) A few explosions have been caused by ignition of dust alone. Explosion at Karharbaree was caused by ignition of coal dust due to flame from a blown out shot. At Chowrasi colliery outbreak of fire resulted in an explosion in which Coal Dust played a prominent role.
e) Many of the gas explosions have taken place due to defective “Flame safety lamp”.
f) Most of the explosions could have been everted if the extant “Regulations” could have been abided.
An extract from the book entitled “Safety in Mines” by Prof.B.K.Kejriwal, I.S.M.Dhaubeed is enclosed in respect of the following explosions. The details of explosions:
1 Dhori colliery 28/05/65 -268(Mix-Gas/Dust)
2 Chinakuri colliery 19/02/58 -176(Mix-Gas/Dust)
3 Jeetpur colliery 18/03/73 -48(Gas Explosion)
4 Karharbaree colliery 24/07/35 -62(Dust Explosion)
However, it is advisable to go into the details of other explosions also for acquoring indepth study on explosions.
5. INUNDATION
5.1. In addition to water Oozing out of strata at depth inflow of water may either be from surface sources or from underground. The water may rush from the present working or from abandoned working situated on the surface or on the other side of “Barrier”. The inflow of water at work place does not allow time to the workers to move out and such incidence cause DISASTER.
5.2. “Surface water may flow to workings on account of water flowing through river or nallah and stagnant water of tanks and reservoirs”.Accumulated water in old open cast working is also a source of water endangering nearby underground or even opencast mine. Water accumulated in low lying area(above the Mine working) is another source of water endangering the working. Incessant rain may some time cause inundation.
5.3 The stored water in underground lying above the level of working is a source of danger causing inundation. Old water logged workings either in the same seam or in another. Water sump, water logged area in the adjoining mine, highly water- bearing strata over lying the working seam are the sources of water flowing underground working.
5.4 Surface water may drown or inundate the mines through shafts and inclines or broken ground over caved graves, boreholes or Geological disturbances like faults. Another important consideration is collapse of over lying strata by “POTHOLING”, “Subsidence” caused either by inadequate stowing or collapse of pillar. The underground water may flow into workings on account of “Accidental connection” “Development of cracks”, “Fissures and Fractures”, “Failure of barrier pillars or parting”, “failure of dams”etc.
5.5 The most important point to be kept in mind is to be very-very careful wherever mine working approaches any lodgment of water either on the surface of water or underground. Sometimes plan and sections available are not reliable. Reduced level of surface is not properly co-related with the underground R.L.The barriers may be thinned out or robbed but shown intact. Misleading information and undue risks are the most common reasons of the “INUNDATION and RESULTANT
DISASTER”.
5.6. STATISTICS OF INUNDATION DISASTERS:
The first recorded inundation disaster was on 11.07.1912 at Phularitand colliery. It is to be noted that INUNDATION DISASTER OF CHASNALA COLLIERY IS THE GREATEST MINE DISASTER IN THE COLLIERY taking a toll of 375 lives. The total no. of persons killed in Inundation disaster work out to 720 and is next to explosion disaster causing 63 and 28 deaths were at Newton Chikli and Burra Dhemo colliery respectively. Gaslitand disaster is fresh in our mind causing 64 deaths on 27.09.1995.Bagdigi disaster causing death of 29 persons on 02.02.2001 is the latest on record of Inundation Disaster. A list of Inundation disaster is enclosed with this write -up. Detail of Chasnala, Central Saunda and Hurladih Inundation is enclosed.
5.7 Summary of inundation disaster starting from 1912 and till 1983 (extract from the book by Prof.Kejriwal) is enclosed for study by participants and readers of this write-up.
6. ROOF FALL & GROUND MOVEMENT DISASTERS
6.1 “ROOF FALL” and “GROUND MOVEMENT” is the “NUMBER ONE” killer. However, most of such accidents do not cause death of 10 or more number of workers.58% of fatalities and 20% of serious accidents have been recorded on account of Roof Fall and Ground Movement. Therefore , the DISASTERS on the above count is relatively at lower level. All the same undesirable “Roof Fall” and “Ground Movement” must be taken care of.
6.2 Disasters on account of Roof fall and Ground movement: As stated earlier the number of persons killed in such accident is normally less than 10. However, on record there are 3 incidences of roof fall which can be categorized as “Disasters” and is tabulated below:
SI.
No. Name of Mine Date of
occurrence
No. of
persons killed
1 Sitalpur 15/10/10 12
2 Kessurgarh 09/08/75 11
3 Topa 16/07/82 16
The Disasters both at Sitalpur and Topa occurred on account of loaders engaged in loadind coal from “GOAF”.At Kessurgarh colliery the gallery was heightened upto the roof and extraction of a stook had been started. 16 shot holes were blasted in the corner of stook and soon after blasting loaders were engaged to load the coal. As per S.S.R. There should have been at last 20 props and 2 cogs to support the junction of the gallery. The unsupported junction was the source of accident. Sand stone roof measuring about 10m *7m (70 sq.m) and 15 to 30 cm thick fell at the junction killing 12 persons and injuring few others.
6.3. DISASTERS DUE TO FAILURE OF PILLARS:
One of the hazards of Pillar Mining is the possibility of Collapse of pillars.The collapsa of pillars may be gradual or sudden. Sudden collapse causes disasters. In 1960 in “South African Coal Brook North Colliery” an area of over 2.5 sq.km.,standing on pillars have caused subsidence of the surface and have resulted in extensive fire in the coal field due to spontaneous combustion of the crushed coal. They have invariably been associated with severe “AIR BLAST”. The accidents take place because the standing pillar is not capable of sustaining the load of the overlying strata. The Barracks accomodating workers above the developed pillars have collapsed at “Chanda colliery” and also at “Bhowrah colliery”. The list of pillar collapse causing disasters is tabulated below:
DISASTER PILLAR COLLAPSE:
SI.No. Name of Mine Days of
Occurance Death
1 Chanda 31/08/15 10
2 Bhowrah 04/02/16 24
3 Rawanwara 14/04/23 15
4 West Chirimiri 11/04/68 14
Measurement of stress on the pillar should be carried out to detect the probability of collapse of pillars.
6.4. SIDE FALL DISASTERS IN OPEN CAST MINES:
Fall of sides in open cast takes place if the benches are not formed properly. In other words if there is either an “over hang” or “vertical face” there is every likelihood of the fall of the face (side). Depending on the magnitude of the fall and persons around such fall a disaster may be caused. Any Geological disturbance (faults and other ones causing weakness of the strata)will aid to the danger. In such cases the slope of the bench should be minimized. Danger should also be apprehended if the
working by open cast mining method extends towards the developed pillars. The inconsistent strata (say clay or black cotton soil) also demands adequate care and gentle slope of the bench. On 24.06.2000 a disaster took place at KAWADI mine of Majri area (W.C.L) killing 10 persons. This was a result of excessive height of the bench. It had Black cotton soil. The maximum height permitted was only 5 m and for normal strata it was 10m. However, the working was combined and height of the bench was in excess. One of the workers noticed loose debris falling from the top of the benches on the rise (barrier) side. By the time he could raise an alarm, loose debris and boulders started sliding down rapidly into the quarry. 10 persons were trapped but 5 could escape. The total volume of material that slid was more than 20000 cubic metres. There have been many disasters in metaliferrous mines on this count.
7. FIRE – DISASTER
7.1. Fire is one of the most serious hazards in under-ground mining because an
underground fire can fill a mine with deadly Carbon Monoxide gas in minutes.
This rapid rate of contamination coupled with the long period of time needed to
evacuate workers, can make even a small fire a potential source of
“DISASTER”.
7.2. The reasons of fire in underground is well-known. Most of the fires owe their
origin to spontaneous combustion of coal.Precaution against fire has been
detailed under C.M.R 1957 (Regulations 116 A to 122) and are well known to
practicing Mining Engineers. However, it is to be reminded that any fire either
on surface or underground should be taken very seriously. Most important
action to be taken is to detect the symptoms of fire at initial stage and deal with
them promptly.
7.3. The “Disasters” at “Loyabad colliery” on 30.01.1936 killing 35 persons is a
typical example of fire in the underground. The fire prolongs if fresh air with
oxygen reaches the fire. Here, the fire broke out near an “Air crossing”. The
intake and Return air got mined up and the fire became devastative. Many
workers moved out but 35 were killed.
Another disaster due to fire in recent past occurred at “NEW KENDA” colliery
(E.C.L) on 25.01.1994 killing 55 persons . The fire was caused by
spontaneous haeting of roof coal. It could not be detected because of very
efficient ventilation.
The cool aur was flowing but the coal in the roof was the source of fire which
came down and the incoming aur helped burning of such fallen banded Shaly
coal. The “Court of Injury” did not find any body responsible because nobody
had defaulted in his duty in preventing or detecting the fire.
8. AIR BLAST DISASTERS:
8.1. If dipillaring is carried out by “CAVING” method and the roof does not fall as
desired and large area remains hanging even after withdrawl of support there
is a grave danger of “AIR BLAST”. Fall of large area of roof at a tine suddenly
expels huge quantity of air.If only a few outlets are available the speed of air is
even higher than HURRICANE speed. Such speedy air causes all sort of
damages to the underground mine and persons in line with such speedy air
has little chauee to survive.
8.2. The “BEAUFORT” scale of wind force suggests that the air speed between
33m to 60 m. per second is categorized as Hurricane speed. “The BEAUFORT
scale of wind force” is also enclosed under this write up.
8.3. “Air Blast” may be caused by collapse of pillar in Coal Mines. The examples
are “Rawanwara and Wst Chirimiri” collieries.
8.4. Disaster due to AIRBLAST IN COAL MINES are known to have happened at
Jamuria and parascole west collieries.
8.4.1. Jamuria:- 08.10.1943 (12 killed). The overlying roof over the depillaring
district was ”MASSIVE SANDSTONE “ about 26 m thick. The cover
over the panel was 137 cm. The roof in the entire Goaf area measuring
about 120 m *100m had been standing for long. On the day of accident
it fell on a sudden without ant warning. All the persons were blown off
their feet and infrastructure of mine was damaged severely.5 people
died on the spot and rest subsequently. Only 2 lives could be saved.
8.4.2. Parascole West colliery (E.C.L) 06.07,1999- 5 killed.Though it is not
categorized as “DISASTER” it is worth noting that here also the
standing roof came down suddenly. The main roof in the goaf over an
area of 75m * 78 m along 130m *78m of the adjoining sealed off area
fell suddenly.
9. DISASTERS
9.1. Miscellaneous category:
The two disasters namely at Jagarnath colliery (now in M.C.L- at
the time of accident it was in C.C.L) and Central Saunda (C.C.L) should
not be categorized under any head spelt above. Jagarnath colliery(open
cast) has been categorized under “FIRE DISASTER” by Prof.Kejriwal
but I have a different opinion for the reasons explained later. Likewise
recent disaster at Central Saunda can also not be categorized unde” Air
Blast” or “INUNDATION” because there were both. There was an air
blast which caused inundation also. A brief mention on both the
disasters will be necessary.
9.2. Jagarnath 24.06.1989- 10 killed,it has two quarries namely the “Pilot”
and “Main” quarry.The accident occurred in Pilot quarry which was
located in the “THROUGH” of two strike faults. The mine was operated
by “Dragline”, “Shovel Dumpers”, “Pay loaders” etc. at about 52 m
depth. Priorto accident there was heavy rainfall for 4 days. A pump was
being installed by a contractor who had engaged 13 workers. The Coal
seam was prone to “Spontaneous heating”.
There were divergent views on the reasons of the disaster. They were
killed by large/small sized stone/Burnt coal pieces hitting the persons.
The small pieces of 6 to 8 cm. were thrown to a distance of around
60m. The slide might have been caused by fire, heavy rain, presence
of fault plane, water entering through wide cracks on the surface etc. or
more probably by a combination of all these. It was apprehended that
there was an “WATER GAS EXPLOSION”( a mixture consisting mostly
of H2 and CO). Another reason as mentioned by the “Court of Inquiry”
was the possibility of generation of superheated steam at high
pressure. “The court of enquiry” over ruled the possibility of “Water gas
explosion” by mentioning that such explosion cannot cause a throw of
1.5 kg clinker to a distance of 130m. “WHOA-WHOA” sound was heard
immediately after the incident supporting the possibility of generation
of superheated steam.
The facts remain that the actual reason could not be established. It
was a unique DISASTER in open cast mines.
9.3. Central Saunda (C.C.L),15.06.2005-14 lives.
In this very mine there was an Inundation on 16.09.1976 causing
death of 10 persons. The disaster on 15.06.2006 is a mix of Air blast
followed by an Inundation. The detail will be explained through “Plan”
and “Section”.


  


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Rescue and Recovery operations in India

Rescue and Recovery operations in India

  - An over view
1.0 Introduction:
 The basic needs include Rescuing the persons who are
or likely to be affected by noxious gases in the event of an
underground fire.
 In the case of an explosion, the rescue services are
required on a much larger scale to deal with the
emergency.
 The psychological effect of rescue services in the event of
fire or explosion are not measurable.
2.0 Historic Developments
 The history of oxygen breathing apparatus dates back to
1853, prof schizwan devised a portable apparatus for
breathing, using barium peroxide.
 In 1880 Henry Flue, used his apparatus in an irrespirable
atmosphere in coal mines in London.
 Fairly safe and satisfactory type of 2hrs apparatus was
available only after 1906.
 In 1903, the first Drager Apparatus was designed and
manufactured by Berhard Drager of Germany.
 In India, the necessity of having mines rescue station was
felt by Dr. D Penmen, the then Chief Inspector of Mines,
in 1936, after a series of disasters.
 Under the Mines Act, rescue rules were promulgated in
1939 and subsiquently two rescue stations were
established in Aug 1941, one at Dhansar and another at
Sitarampur respectively.
 Rescue Rules 1939 was exhaustively amended in 1959
and a new Code of Coal Mines Rescue Rule 1959 came
into existence.
 Subsequently, 15 Rescue Stations were set up by
CCMRSC at various locations in all the coalfields, in
India.
 In 1985, again these rules were thoroughly amended and
Mines Rescue Rules 1985, came into existence, and is
continuing till date.

4.0 Rescue Operations
The paramount object of rescue is to save life. Recovery of
dead bodies comes second in importance to the rescue of lives.
The following occurrences in mines calls for rescue operations:
 An explosion
 Sudden influx of noxious gases
 Accidental fire due to electricity, etc.
 Accidental occurrence of fire due to friction
The three main objectives of rescue operations are:
 Locating the trapped miners and bring them to the surface
 Locating and extinguishing incipient or active fire
 After the fire danger is over, examination of the mine for
assurance that there are no dangerous concentrations of
noxious gases, which would prevent normal operations in
any portion of mines.
5.0 Recovery operations
An operation conducted in a mine as a result of an occurrence
of an emergency where no life is involved is called a recovery
operation.
The recovery operations in a mine include the following:
 Sealing off a mine or parts thereof.
 Re-opening of a sealed off area
 Inspection of a sealed off area
 Inspection of any mine working which has been suddenly
filled with noxious gasses and subsequently clearing by
coursing etc.
 Fire fighting work under ground
 Salvaging work from noxious atmosphere
 Operation of pumps etc in noxious atmosphere
 Repairing work of leaky isolation stoppings
 Collection of gas samples from irrespirable atmosphere
 Any other standby work of rescue team
6.0 Difficulties During Operations
· Quick concentration of noxious gases in restricted places.
· Confined nature of surroundings.
· Possibility of reaching the explosive limits further
complicates.
7.0 Dangers in Dealing with Fire
 Ordinary men working in mine may be needlessly
exposed or overcome by smoke and fumes from the fire.
 Chances of an explosion
 Lives of fire fighters may be Jeopardized or sacrificed
needlessly.

 

9.0 List of Equipments at Mines Rescue stations
 Self Contained Breathing Apparatus (SCBA)
 Oxygen Revivers/Resuscitating apparatus
 Self Contained Self Rescuers (SCSR)
 Lifting Bags
 Hydraulic Combi tools
 Retractable fall arrestors
 Infrared Thermometers
 CPR Mankin
 Personal Air monitor (Miniwarn)
 Portable Gas Chromatograph
10.0 Rescue Organization in Large Coal Company
Director (Tech.) P&P
I
General Manager (Rescue Services)
I
____________________________________________________________
I I I
Medical Superintendent Superintendent (Rescue) Associated Finance
I I
Paramedical Staff II
I I I I I I I
RRRT RRRT RRR T MRS RR RR RR
O/C-1 O/C-1 O/C-1 Instructer-3(Nos) RRI/C RRI/C RRI/C
Inst-1 Inst-1 Inst-1
BM-5 BM-4 BM-6 BM-11 BM-3 BM-3 BM-3
11.0 Post explosion investigations
· Situation and extent of falls
· The courses of the ventilating current
· The presence of smoke and gob stink where detected
· The temperature of ventilating current at various points
· The composition of the circulating air current derived from gas
sample analysis.
· Position of bodies, nature and extent of injures, whether
Fracture or burns or gasses.
· The position of coked dust on props, bars, girders etc. and
other evidences showing the direction of violence.





  


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FIRE HAZARDS IN MINES

FIRE HAZARDS IN MINES

1. INTRODUCTION
Coal Fire is a catastrophe in true sense, endangering life, property and the resource itself. It gives rise to death, decay and destruction . The impact of coal fire comes in to picture with toxic gases, subsidence, particulate matters , destruction of floral and faunal habitats and many more, including the loss of invaluable non renewable resources. In short coal fire is affecting, air, water soil, and the entire eco system and therefore should be controlled at the earliest .
Surface and sub-surface coal fires are a wide spread problem of international magnitude. The history of coal fire in jharia coal fields can be traced back to 1916 whe the first fire was detected. Presently more than 70 mine fires are reported from this region Surface and Sub. surface fire burning through ought Jharia coal fields comprises one of the largest coal mine fires complexes in the world.
1.1 Problems faced with fire
 To Check the spread of existing fire which know no control
· To Prevent new occurrence of fire and to deal effectively with those that do occur
2. 0 Proneness to Heating
The proneness to heating depends upon :
 Nature of coal, including friability, moisture, iron pyrites chemical composition
etc.
 Nature of adjoining strata including its thermal conductivity
 Thick ness of Seams
 Death of working
 Geological disturbances.
Generally speaking, coal having crossing point between 120o – 140 o C, 140o – 160
o C , 160o – 190 o C, or more are respectively highly, moderately and poorly susceptible to
spontaneous heating.
3.0 Preventive Measures against Spontaneous Combustion.
 Work thee seam in panel system or sectionalise the workings.,
 Form large pillars and have good roof control
 Aim at complete and fast extraction within incubation period.
 Do not leave coal/carbonaceous shale stacked below ground or use the same in
packing.
 Remove fallen coal or keep such areas sealed off by sectionalisation .
 Extract highly susceptible or thick seams with stowing .
 Avoid extraction of shallow coal seams by caving methods.
 Blanket the subsidence cracks at surface effectively and reclaim the surface area.
 Apply special sealant or sodium silicate or gunite the sides of pillars and roadways .
 Keep intake and return airways for apart.
 Circulate large quantities at air of low w.g.
 Avoid bottle neck in air ways.
 Always place doors, air crossings, stopping, booster fans etc. in strong unbroken
ground.
4.0 Causes of Mine Fires :
The causes of mine fires can be broadly classified into the following. :-
4.1 Spontaneous heating :
a) Spontaneous heating underground.
b) Spontaneous heating on surface.
c) Spontaneous heating in quarry overburden.
d) Premature collapse/crushing followed by Spontaneous heating.
4.2 Accidental fires :
a) Negligent acts i.e. dumping of hot ashes etc.
b) Bantulsi Conflagration
c) Illicit distillation, gas cutting etc.
d) Fire crossing from neighboring mines /areas.
e) Break down of insulation of electric cables.
f) Frictional fires.
g) Brattice cloth catching fire due to shot firing.
h) Explosion
i) underground. Locomotives.,
5.0 Detection of Spontaneous heating :
5.1 Sensory Indications .
 
There are four stages of sponteous heatings as below: Initial Stages :
a) Faint haze Produced by moisture driven off from coal coming in contact with cool air.
b) Sweating of roof , sides, timber and metal supports.
c) Typical faint odor called gob stink.
d) Increased activities and chirping of cockroaches, if present.
e) Slight discomfort and uneasiness to men near to site of heating due to increased temperature and humidity.
 
Intermediate Stages : It is also called Smoldering Stage and Temperature
Varies from 130 0 to 330 0 C. The Symptoms of incipient stage intensified with differences of :
a) Petrol like smell of distillation of coal.
b) Headache, increased restlessness and dulling of senses.
 
Heating Approaching Ignition ( Temp.> 330 0 C)
a) Gob stink i.e. tarry odor of burnt tar.
b) Smoke, incandesce or even flame may be visible.
 
Cooling Stage :
a) Characteristic Sour and unpleasant smell like that of stale garlic .
 
5.2 Chemical Indications :
CO Produce/ O2 Consumed ratio should be determined by analysis of return air.,
5.3 Hygrometric Readings :
Spontaneous heating is accompanied by progressive rise in temperature and
humidity.
5.4 Temperature Readings :
a) In solid pillars
b) In roadside packs.,
c) In coal heaps
d) Thermistors left buried in goaf and temperature readings taken,
5.5 Use of CO/multigas Detectors :
5.6 Fire Alarms/ Telemonitring Systems :
6.0 Early Detection of Spontaneous Heatings.
For early detection of spontaneous heating :
a) All underground working should be regularly & Systematically inspected by a
team of experienced people .
b) Goaf edges in Caving system should be inspected frequently,.
c) Idle day inspections.
d) Regularly and weekly monitoring of CO/O2 ratio in return airways.
e) Hygrometric reading from return air way and temperature readings from goaf as a routine.
f) Safety Consciousness among mine workers.
7.0 Combating Fires :
7.1 Fire fighting Organizations :
a) Provision of fire extinguishers, and water etc.
b) Fire Stations
c) Plans
d) Standing orders
e) Means of communication
f) Training of persons and mock re-hearsals.
8.0 Fire Control Methods :
8.1 Direct Attack :
Direct application of some extinguishing agent, on the fire can be easily applied if it is not deep seated. The dangers of fire fighting with water are the following :
a) Flames may be thrown back to the operator.
b) Adverse effect on roof of steam and heat.
c) Chances of water gas formation
d) Dangers of co-poisoning .
8.2 Digging and loading out.:
Applicable when seat of fire is easily accessible , the fire is not extensive, is in the initial stages only, no danger of fire damp explosion and roof is good. The associated dangers include out break of fire, CO poisoning .heat stroke
etc.
8.3 Trenching :
A Trench barrier is intended to confine and isolate the fire from the main body of coal, by breaking the continuity of all coal and carbonaceous shale etc.
8.4 Surface Sealing :
By Closing surface cracks and openings leading to the fires. Applicable for fire only at shallow depth of cover. For effectiveness sand blanketing should be toped with 0.5 to 1.5 m thick layer of clay, over which water patches, terraces should be maintained.
8.5 Under ground Sealing :
The chief method of controlling a fire in an under ground mine where fire has occurred due to spontaneous heating and in a goaf or old working containing huge quantities of fallen coal.
8.6 Under Ground Incombustible Barrier :
· Packing or hydraulic stowing of galleries around fire areas, with in combustible material.
· Flushing of the voids with sand etc.
· Water Infusion of the coal barrier to prevent advance transference of fire.
8.7 Flooding with water :
The success of the method defend upon inclination of coal seam, location and thickness of under ground coal barrier with respect to adjacent mine workings, presence of large fissures, and fault planes, availability of enough water, level of fire area in relation to drainage level etc.
8.8 Inert Gas Filling. :
Of late, inert gas methods of dealing with fire has gained importance. However
this method will not be able to match direct fire fighting methods in effectiveness and
economy .
In an unconfined fire, the needed gas quantities to lower the oxygen
concentration of atmosphere efficiently ( i.e. below 2% ) in next to impossible.
The inert gas injection rate should be higher than flow of hot gases from
the fire area.
The limited availability of L N in large quantities is in another drawback .
The method is costly and should be consider only when other methods are
not possible .
However it offers prevention explosive of atmosphere at any stage of fire
fighting operation.
8.9 Foam Plug Method :
The sealing of roadways from remote location by injection of expanding foams adds to range of methods available for combating mine fires and it a very flexible tool, that protects the personnel involved. The method has been successfully tried at many places including New kenda fire. Mariflex, Phenol, and formaldehyde foam was used in new kenda mine fire to isolate the fire area from rest of the mine from the surface through boreholes. The plug which was built from surface boreholes was found very effective when the sealed off area was opened and inspected .
9.0 Fittings on Fire Stoppings :
· Number plate.
· Signature plate at top.
· Thermometer with Colored Mercury
· Platform and ladder, if the stopping is high.
· Sampling pipe , 2” ddia.
· Water Seal.
· Tar trap (a drum containing sand and hard coke to absorb any smell).
· Water gauge, manometer or barrow meter.
10.0 Precautions During Sealing off :
· Maintain normal Ventilation through fire area.
· The vicinity to be heavily stone dusted.
· Suitable site selection.
a) Strong solid ground.
b) Well back from thee site of fire if slightest danger of explosion.
c) Convenient for transport of building materials.
d) Provision for further re-enforcement etc.
e) Possibility of ventilation of out bye side.
· Final Sealing off return and intake stopping simultaneously .
· Build stopping rapidly.
· Re-inforce stoppings
· Regular testing of atmosphere near stoppings
· Leave air sampling pipes.
· Provide water seal, where necessary. .
· Withdraw men, immediately after completion of both the stoppings.
· Examine both the stoppings after 24 hours, if not damaged take air samples.
· Arrange for further strengthening, plastering if necessary.
· Arrangement for speedy analysis of gas samples for CO %.
· On completion of final sealing pressure equalization at the out by faces of the stoppings
should be arranged as soon as possible.
· Organization to meet emergencies as occasioned by fire under ground should be mapped
out before hand.
11.0 Re-opening A Sealed off Area :
· Plan for the smallest possible details.
· Men and material should be well organized.
· Duties of officials to be specific and laid down in writing
· Rescue team to be summoned to deal with emergency even if not required.
· Adequate material like brattice cloth, stone dust, wooden props, ventilation appliances,
fire extinguishers should be made available.
· Only those person allowed whose presence is necessary during operation.
· Keep strict watch on movement of every person entering the mine.
· Roadways a few hundred meters out by of fire stoppings should be thickly stone dusted.
· Return air ways must be fenced off and all electrical equipment installed there in should
be isolated.
· No smoking around upcast shaft.
Routine Inspection of fire Stoppings :
· Visual general inspection
· Check plastering for cracks etc.
· Check behavior of sampling pipe ( drawing - in or out)
· Check water seal and replenish water .
· Check manometer thermometer reading.
· Check for CO, CO2 and CH4
Environmental Impact of Coal Fires. :
· Emission of noxious Gases like CO, NOx. SOx, and particulate matter.
· Emission of Greenhouses Gases such CO2 and CH4, further aggravating the global
warming problem.
· Loss of non-renewable valuable resources .
· Loss of flora and fauna.
· Subsidence causing damages to property, life, local drainage pattern, etc.
· Air pollution.
· Land degradation
· Temperature increment in surrounding areas.
· Increased production cost.


  


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Monday, 26 August 2013

Glossary Of Mining Terms :: Mining Dictionary Pdf

Dear Friend,

We all have to face problem of glossary while studying or while reading some technical books. Here I am giving you a very useful mining dictionary in pdf .

Click on this link to download that dictionary in pdf.

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Thursday, 22 August 2013

History Of Coal Mining In India

India has a long history of commercial coal mining covering nearly 220 years starting from 1774 by M/s Sumner and Heatly of East India Company in the Raniganj Coalfield along the Western bank of river Damodar However, for about a century the growth of Indian coal mining remained sluggish for want of demand but the introduction of steam locomotives in 1853 gave a fillip to it. Within a short span, production rose to an annual average of 1 million tonne (mt) and India could produce 6.12 mts. per year by 1900 and 18 mts per year by 1920. The production got a sudden boost from the First World War but went through a slump in the early thirties. The production reached a level of 29 mts. by 1942 and 30 mts. by 1946. With the advent of Independence, the country embarked upon the 5-year development plans. At the beginning of the 1 st Plan, annual production went upto 33 mts. During the 1 st Plan period itself, the need for increasing coal production efficiently by systematic and scientific development of the coal industry was being felt. Setting up of the National Coal Development Corporation (NCDC), a Government of India Undertaking in 1956 with the collieries owned by the railways as its nucleus was the first major step towards planned development of Indian Coal Industry. Along with the Singareni Collieries Company Ltd. (SCCL) which was already in operation since 1945 and which became a Government company under the control of Government of Andhra Pradesh in 1956, India thus had two Government coal companies in the fifties. SCCL is now a joint undertaking of Government of Andhra Pradesh and Government of India sharing its equity in 51:49 ratio. Nationalisation of Coal Mines Right from its genesis, the commercial coal mining in modern times in India has been dictated by the needs of the domestic consumption. On account of the growing needs of the steel industry, a thrust had to be given on systematic exploitation of coking coal reserves in Jharia Coalfield. Adequate capital investment to meet the burgeoning energy needs of the country was not forthcoming from the private coal mine owners. Unscientific mining practices adopted by some of them and poor working conditions of labour in some of the private coal mines became matters of concern for the Government. On account of these reasons, the Central Government took a decision to nationalise the private coal mines. The nationalisation was done in two phases, the first with the coking coal mines in 1971-72 and then with the non-coking coal mines in 1973. In October, 1971, the Coking Coal Mines (Emergency Provisions) Act, 1971 provided for taking over in public interest of the management of coking coal mines and coke oven plants pending nationalisation. This was followed by the Coking Coal Mines (Nationalisation) Act, 1972 under which the coking coal mines and the coke oven plants other than those with the Tata Iron & Steel Company Limited and Indian Iron & Steel Company Limited, were nationalised on 1.5.1972 and brought under the Bharat Coking Coal Limited (BCCL), a new Central Government Undertaking. Another enactment, namely the Coal Mines (Taking Over of Management) Act, 1973, extended the right of the Government of India to take over the management of the coking and non-coking coal mines in seven States including the coking coal
mines taken over in 1971. This was followed by the nationalisation of all these mines on 1.5.1973 with the enactment of the Coal Mines (Nationalisation) Act, 1973 which now is the piece of Central legislation determining the eligibility of coal mining in India.

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