longwall for deep seam

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      UNDER GROUND MINING TECHNOLOG

    ASSIGNMENT-1

    TOPIC:-CRITERIA FOR SELECTION OF ADVANCED LONGWALL M

    TECHNOLOGY

      FOR DEEP SEAMS EXCEEDING 800 M. DEPTH COVERS A

    STUDY

      NAME-TARINI GAUTAM

      ROLL NO.-114MN0274 

    NATIONAL INSTITUTE

      TECHNOLOGY,

      ROURKELA

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      INTRODUCTION  Longwall mining is a form of underground coal mining where a

    wall of coal is mined in a single slice (typically 0.6 – 1.0 m thick

    The longwall  panel (the block of coal that is being mined) is typ

    – ! km long and "#0 – !00 m wide.

    The factors are influenced by geographical distribution with $u

    wise abundance% depth wise a&ailability of coal deposits and

    economic mining options.

    'ith impro&ed technology of mining instrumentation% numerica

    models computer applications for analysis of data in&estigato

    gained enhanced satisfaction through obser&ational approaches

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    THE LAYOUT OF LONGWALL MINING

      SYESTEM

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    *+traction is an almost continuous operation in&ol&ing the use of sel

    ad&ancing hydraulic roof supports% a coal shearing machine% and an

    armored con&eyor paralleling the coal face.

    'orking under the mo&able roof supports% the shearing machine ridethe con&eyor as it cuts and spills coal onto the con&eyor for transpo

    of the mine. 'hen the shearer has tra&ersed the full length of the c

    face% it re&erses direction and tra&els back along the face taking the

    cut.

     ,s the shearer passes each roof support% the support is mo&ed close

    the newly cut face.

    The steel canopies of the roof supports protect the workers and e$u

    located along the face.

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     ANALYSIS

    OF THE

    PROBLEM

    Geo-mining Conditions

    Faulty Planning

    Improper Selection

    Management of Face

    Longwall SupportSelection Deficiencies

    Large expansion inopencast mining

    Researc needs

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    -/T*/, 2 *3*-T/4

    ,5T7*4T T* 8/T/5T/4

    2 99T

    :*4T/33,T/4

    ;*3;/- 3/7/T,T/4

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     ABUTMENT STRESS DISTRIBUTION  ,ny massi&e stratum is labeled

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    2 99T upport resistance

    oof and floor pressure distribution

    -utting height range

    -ollapsed and transport height

    Tra&elling access through the supports

    The setting and yield pressure

    peed of operation

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    :*4T/33,T/4 nce past the face the air is no longer fresh air% but return air carrying

    away coal dust and mine gases such as methane% carbon dio+ide% depen

    on the geology of the coal.

    The thinner the seam% the more difficult the challenge becomes.

    eturn air is e+tracted by &entilation fans mounted on the surface and

    &entilation methods can be used where intake air also passes the main g

    and back return road reducing gas emissions from the goaf onto the fac

    5ut this entails high capital and operating costs and is not always an op

    in seams liable to spontaneous combustion.

    There are basic ways of &entilating a longwall panel.

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    ! "#$%IL&%I'$ (! "entilation( where intake air comes in the main gate and

    returns in the tailgate there is no connection to any airways

    behind the face line. /f a longwall ad&ancing face is e&er used%

    this is the only means of &entilation a&ailable.

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    R "#$%IL&%I'$ (R "entilation( in which the main &entilation circuit is as

    for &entilation% but there is another connection

    (a ()leed() maintained to return airways behind the face.

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    * 'R + "#$%IL&%I'$

    (* or + "entilation( where both main and tailgates carry intake air

    and all the return air is carried to main returns behind the face. 'ith

    this system a &ariable regulator on the main gate intake is often used

    to ad?ust the balance between face flow and main gate intake flow.

    G#'L'GIC LIMI%&%I'$S

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    G#'L'GIC LIMI%&%I'$S

    -oalbeds that are e+tensi&e% fairly flatlying% generally uniform

    thickness% and free of discontinuities% such as large faults or ot

    geologic features.  The mine floor must pro&ide a firm base for the mo&eable roof

    supports used in longwall mining.

    /deally% the strata o&erlying the coalbed should ca&e behind the

    roof supports soon after the coal is e+tracted. /f the strata han

    and break into large blocks% the high stresses placed on the roo

    supports may lock them in place and interfere with their

    operation.

     'hen large sections of hardtoca&e roof strata e&entually fall

    dangerous working conditions can occur due to &iolent air blast

    ground &ibrations% and related conditions.

    ,8:,4T,;*

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    ,8:,4T,;* :ery efficient coal producing techni$ue.

    -ontinuous operation re$uiring fewer workers and

    allowing a high rate of production to be sustained. ,lso concentrates miners and e$uipment in fewer

    working sections% which makes the mine easier to

    manage.

    afety impro&es through better roof control.

    *liminates roof bolting at the working face to support

    the mine roof.

    /t in&ol&es no blasting% with its conse$uent dangers.

    The coal haulage system is simpler% &entilation is bette

    controlled.

    8/,:,4T,;*

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    8/,:,4T,;* @igh capital costs. -osts for e$uipment and installation are

    substantially.

    e$uires &ery e+pensi&e shields% cutters% and con&eyors. , large initial capital outlay is re$uired.

    3ongwall mining is also comple+% with many mo&ing parts% all of

    which must operate as an integrated system.

     2ailure of one part can disrupt the entire operation% delaying

    production and causing contractual difficulties.

    8ust le&els often e+ceed the ma+imum allowable limit despite the

    use of ad&anced dust control technology.

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     34;',33 98-T/4 /4 -/3 ,48 --3

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    :A.B /4-3/4* 3ongwall e$uipment with !+60T -on&entional supports

    was introduced in Top seam in 1CD#.

    D panels of 1"0m face length and B panels of 60m face length ha&e been worked

    successfully.

    econd set(!+!#0T/2) shifted from ;8A.11,/nc in 1CC! E

    is presently in operation.

    *+perience in–&aried face lengths %uphill transport%crossing the de&eloped gallery% working in between

    goa&es% fault running across the panel.

    7ain 9roblems–nderrated capacity of supports% -a&ity

    formation.

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    D panels of 1"0m face length ha&e completed 'ith !+60T

    supports by producing around .67T and daily production

    &aried from !00 to1D00T. B panels of 60m face length ha&e completed 'ith !+!#0T

    supports by producing around 1.67T and daily production

    &aried from1000 to100T.

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    5*@

    *-T/

    @'/4

    *,7 (7

    *-T/

    CONCLUSION

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      CONCLUSION 

    8ue to re$uirement of mining at greater e+ceeding D00m. depths

    future in /ndia by long wall method it is suggested to perform the

    critical e&aluation for /ndian geomining conditions using different

    approaches and conducting e+perimental trials% including stress

    relie&ing techni$ue% and e+tensi&e use of inno&ati&e strata beha&

    monitoring methods.

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    PRESENT

     ACTIONS AND

    FUTURE

    NEEDS

    Planning

     Standardisation

    of #uipment

    Monitoring of

    Performance

    .or/sops and'0erauling Facilities

    7anpower8e&elopment

    REFERENCES

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    REFERENCES   http://www.coalage.com/features/3120-ultra-thic-

    seam-longwall-mining-in-china.html!."u#$2fl%&'( 

      https://en.wiipe)ia.org/wii/*ongwall+mining

      http://www.un)ergroun)coal.com.au/p)f/longwall+mitc

    hell

      http://we,app1.)li,.in)iana.e)u/irtual+)is+li,rar/in) 

    e.cgi/2&0/F'1&4/p)f/coal+nuc/tr044

      https://www.whitehaencoal.com.au/enironment/)ocs/section-2-)escription-of-the-longwall-pro5ect

      http://www.minesu,si)ence.com/in)e+files/files/'ntro+

    *ongwall+6ining+an)+Su,s

      http://www.ct.ufrgs.,r/laprom/(n)ergroun)7206ining

    7206etho)s

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