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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION SYSTEM
LECTURE -1
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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TRANSPORT SYSTEM
The main methods of transport are as follows:
A. Rope Haulage
1. Direct rope haulage
2. Endless rope haulage
a. Over-rope
b. Under-rope
3. Main and tail rope haulage
4. Gravity haulage
B. Conveyor system of haulage
1. Belt conveyor
2. Cable belt conveyor
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3. Chain conveyor
a. Scraper chain conveyor
b. Armoured chain conveyor
c. Gate end loader
d. Mobile stage loader
4. Plate conveyor
5. Disc conveyor
6. Pipe conveyor
7. Rail-Veyor
C. Locomotive haulage
a. Diesel locomotive
b. Electric battery locomotive
c. Trolley wire locomotive
d. Cable reel locomotive
e. Compressed air locomotive
D. Shuttle cars
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Underground transport arrangements are divided into two
categories:
1. Main Haulage
2. Gathering haulage
 The main haulage arrangement is that which operates between
winding shaft/incline and the main underground loading points.
At the main loading point, the loads are collected from one, two
or more districts.
 The gathering haulage arrangement is that which operates
between the working faces and the main loading points.
 In a large mine, where the working faces are far from the main
loading point, an intermediate transport arrangement operates
and it is known as secondary haulage.
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ROPE HAULAGE
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Direct Rope Haulage
 Simplest system employing in the mine.
 consist of one pulling rope and one haulage drum for hauling
minerals in tubs or mine cars up a gradient which is generally
steeper than 1 in 10.
 The haulage engine is situated at the top of an inclined roadway.
 The train of tubs is attached to one end of the rope, the other end
being fixed to the haulage drum.
 The empty tubs attached to the end of the haulage rope travel on
the down gradient by their own weight and do not require power
from the haulage engine. The drum shaft is therefore provided
with a jaw clutch to disengage it from the engine. A slip ring
motor with drum controller is used.
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Advantages:
1. The rope speed is generally 8-12 km/h and the system can
operate between any point of the haulage plane and the haulage
engine.
2. It can, therefore, cope with the haulage requirements of an
advancing working face.
3. Only one haulage track is required.
4. The system can also serve branch roads if the gradient is
suitable for down-the-gradient movement of empties by gravity..
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Disadvantages:
1. High peak power demand as load starts its journey up the
gradient.
2. Severe braking duty on the downward run.
3. High haulage speed demanding high standard of track
maintenance.
4. Not suitable for mild inclination of roads.
5. A derailment is associated with heavy damage because of
high speed.
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION
SYSTEM
LECTURE -2
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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Endless rope haulage
 In this system there are two parallel tracks side by
side.
 One for loaded tubs and another for empty tubs and
the endless rope passing from the driving drum
located at out bye end of the haulage road to the in
bye end and back again via a tension bogey.
 The tubs loaded as well as empties are attached to the
rope with regular interval with the help of clips so that
the entire rope length has tubs on it at intervals.
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Endless rope haulage
 Only one tub is attached to the rope at a time. But where
lashing chain is used for attachment the normal practice is to
attach a set of tubs and the attachment or detachment is
performed by stopping the rope if however clips are used for
single tubs they can be attached or detached when the rope is in
motion.
 The gradient of haulage road is mild and rarely exceeds 1 in 6.
 The rope speed ranges between 3 km/h and 7 km/h and the
haulage is slow moving.
 The rope moves in one direction only.
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Endless rope haulage
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Tension bogey
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Types:
There are two types of endless rope haulage.
1. Over Rope type: In over rope type the haulage rope
passes over the tub or set of tubs.
2. Under Rope type: In under rope type it passes beneath
the tub or set of tubs.
Advantages:
1. Because of slow speed, less wear and tear.
2. Accident from derailed tubs does not cause much
damage due to slow speed.
3. Motor of less power required.
4. It does not place heavy demand on the power supply.
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Disadvantages:
1. It requires wide roads for two tracks.
2. It is not suitable for sleep gradient.
3. Load on the rope is large and a rope of larger cross-
section is required.
4. If a breakdown of any tub occurs the whole system
comes to a standstill.
5. It cannot serve a main road and a branch road
simultaneously unless elaborate arrangements are made
to course the rope to the branch line with the help of
deflection pulleys. The tubs of main road rope have to
be detached and reattached at the branch line.
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Rope clips used in Endless haulage
The tubs, loaded as well as empties, are attached to the rope at
regular intervals with the help of clips, so that the entire rope
length has tubs on it at intervals. When the clips are used for
single tubs they can be attached or detached when the rope is in
motion.
Types of rope clips:
The design of endless haulage rope clips depends on whether the
haulage is of over rope type or of under rope type. Some of the
clips used in the endless haulage are as follows:-
1. Screw Clip
2. Smallman Clip
3. Cam Clip and
4. Lashing Chain
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Screw Clip:
This clip is tightened on the rope by a handle and screw and the
handle is coupled to the draw bar of the tub by a long steel rod
hinged to the clip.
Smallman Clip:
 Consists of a pair of steel cheeks or side plates, loosely held
together by the adjustable central bolt which has a spring
surrounding it to keep the plates apart and kept in position by
pins supporting the lever and the coupling hook.
 The clip can be detached automatically from the rope by fixing
a bridge-piece or trip bar to a sleeper at such a tight and in such
a way that the rope passes underneath while the lever of the
clip strikes against it.
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Cam Clip:
This consists of a plate and a cam-shaped lever which is pivoted and
is connected by a small chain to the tub to be hauled. The pull of the
tub turns the lever around the pivot so that the grip of the clip on the
rope is proportional to the load. On undulating roadways, a clip
must be provided at each end of the tub .
Lashing Chain:
The lashing chain is usually 2.5 to 3 m long with a hook at each
end. One hook is attached to the draw bar of the tub and the other
end of the chain is coiled 3 to 4 times around the haulage rope and
is linked to the chain. It slows down the speed of tubs causing less
wear and tear. It helps to prevent accidents by derailing the tubs.
When the lashing chains are used to join tubs, it helps to attach tubs
at different level easily .
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Screw clip
Lashing chain
Cam clip
Smallman clip
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION SYSTEM
LECTURE -3
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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Main and Tail rope haulage
 The hauling engine is provided with two separate
drums one for the main rope, which haul the full train
out and one for the tail which haul for the empty train
in.
 When one drum is in gear, the other revolves freely
on the shaft but controlled when necessary, by the
brake to keep the rope taut.
 The main rope is approximately equal to the length of
the plane and the tail ropes twice this length.
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Main and Tail rope haulage
 Only one track is required.
 This system of haulage is suitable for undulating
roadways where it is impossible or undesirable to
maintain the double track required for endless rope
haulage.
 It can readily negotiate curves and it is convenient for
working branches.
 It operates at fairly high speeds and with long trains
and if a derailment occurs, the resulting damage and
delay likely to be considerable.
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Main and tail rope haulage
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Advantages:
1. This system of haulage is suitable for undulating roadways,
where it is impossible or undesirable to maintain the double
track.
2. Unlike endless rope haulage, this system requires one track.
3. Less maintenance cost for one track compare to two tracks.
4. Can readily negotiate curve.
5. It is convenient for working branches.
6. It operates at fairly high speed.
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Disadvantages:
1. As it operates at fairly high speed, more wear and tear.
2. Derailment can cause more harms to man and machine.
3. Long length of rope is required causing more cost of
maintenance.
4. It became very difficult to manage the system properly.
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION
SYSTEM
LECTURE -4
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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Gravity haulage or Self acting incline
 This haulage operates without any motor or
external source of power and consists of a cast
iron pulley of 1.3 m to 2 m diameter having a
brake path on the side and a strap brake.
 It is located at the top of the inclined roadway
and is employed to lower by gravity the loads
attached to one end of the rope which passes
round the vertical jig pulley.
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Gravity haulage or Self acting incline
Only single track is required for the operation
but at the mid way of the road where the loads
and empties meet, double track or a bye-pass is
essential.
The gravity haulage of the full load is the
power supplied to overcome the gravity load of
the empty set and rope, together with friction
of full tubs running downwards and empty tub
moving up.
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The least gradient for a gravity
haulage depend on
The length of the plane.
The size, capacity, weight, and conditions of
tubs and their numbers.
The state of the roadway in regard both of
layout and maintenance
Some authorities suggest 1in20 is being the
least gradient, but each case requires its own
diagnosis.
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Gravity haulage
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Jig pulley of gravity haulage
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Plan and section of layout of gravity
haulage
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Advantages
It does not required any external source of
power.
Installation and operating cost is less as
compare to other haulage system.
Only one track is required.
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Disadvantages
This system of haulage can only used at some
particular place i.e.- Hilly area.
It can be only used at a place where loaded tub
has to be transport at down gradient.
Because of high speed and high gradient ,
derailment can cause more damage.
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION
SYSTEM
LECTURE -5
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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SAFETY DEVICES IN HAULAGE
The various safety devices used on haulage
roadways are as follows:
1. Stop-blocks:
A stop-block is a common arrangement placed
near the top of inclines. It consists of a stout beam
or blocks lying across the rails, pivoted at one end
and held against a pivoted side-block at the other.
The side-block may be straight or bent. When it is
desired to open the blocks, side block is first
opened and then the stop-block is turned.
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Stop-blocks
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2. Buffers:
When any roadways or face is in direct line with a
haulage track and persons may be exposed to
danger from runaway tubs, strong buffer is
provided and maintained on haulage road to
prevent such danger; Buffers may be horizontal or
vertical.
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3. Back catches:
 It may consist of a pivoted piece of steel rail
placed between the two rails as shown in the
figure (monkey catch). Tubs can move over it
only in one direction. In case of backward
runway it will catch the tub axle thus arresting
the tubs. A stout wooden block is pivoted at one
end and passed over the rail by a strong spring
allows the tube in one direction only and
prevents runway (backward) in case of spring
catch.
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Back catches
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4. Backstays:
 Any train of tubs ascending an incline (except
endless rope) shall have a drag or backstay
attached to the rear tub so as to prevent the
train from running back. These may be
attached to the tub axle or to the tub drawbar
according to their types.
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Backstays
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5. Drop Warwick:
 This is intended for arresting forward runaways,
being placed below the brow of an incline and also
near the bottom and below intermediate levels.
 It consists of a girder (heavy type) hinged at one
end to a specially set roof girder and held up at the
other by an eye-bolt and pin.
 The Warwick is released when required in
emergency by a haulage worker pulling the wire to
withdraw the pin. It may also be operated
automatically when the uncontrolled movement of
tubs gives long swing to an operating handle.
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Drop Warwick
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Combined stop block & Runway switch
 This safety device is situated at the incline mouth of
direct or main & tail rope haulage. In this safety device
the stop block & the runaway switch are so
interconnected that at any time one of them is working.
 The distance between stop block & run away switch
should be more than the train length (train length + 4.5
meter). The stop block & the primary switch are
connected by a lever. When the lever is operated to
clear the track from the stop block the runaway switch
is open. But as soon as the tubs crosses stop block the
lever is again operated to close the runaway switch &
at the same time it is on the stop block.
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Combined stop block & Runway switch
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7. Jazz rails
 The principle of this device is that tubs
travelling at normal speeds pass over a section
of the jazz track negotiating the bend readily.
 If the tubs travel at an excessive speed as in
the case of runway they will fail to get round
the bend and a derailment occurs.
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Jazz rails
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8. Manholes:
 When person are allowed to work or pass through an
incline, when the haulage is in motion, the manholes
are made along the roadways so that person travelling
can take shelter in the manholes.
 The interval between two manholes should not be more
10 meters, but if the gradient is less than 1:6 the
interval may be up to 20 meter.
 Height should be more than 1.8 meter, depth should be
more than 1.2 meter & width should be more than 0.7
to 1 meter. If the roadways are less than 1.8 meter in
height the manhole should be made up of full height of
the roadway it is used in direct, main & tail & endless
rope haulages.
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION
SYSTEM
LECTURE -6
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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Mine Tubs
 A mine tub is a box open at the top, and mounted
on a wooden or iron frame fitted with wheels.
 The axle rests in a pedestal block and is
prevented from falling out of place by a clamp
of mild steel flat.
 Ball or roller bearing is not used.
 The tubs in coal mines are usually of 1.1 m3
capacity. Their contents are unloaded manually
or by a tippler.
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Mine Tubs
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Mine Cars
 A mine car is of larger capacity, usually 3 m3 or
more, and the construction is like a tub.
 The main difference is that the roller bearings
is used in Mine cars.
 Unloading is by a tippler and rarely, manually.
 Some mine cars are designed for automatic
unloading when they pass over a bunker. One
such mine car is Granby mine car.
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Mine Cars
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION
SYSTEM
LECTURE -7
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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Computation problems for Haulage
System
Mass and strength of wire ropes:
The mass of a rope depends upon the quantity of
steel in it i.e. the space factor and the design of the
rope.
Mass of rope (kg/m length) = kd2
Where k is a constant depending on rope design and
d is diameter of rope in cm.
Strength (Breaking strength) (KN) = sd2
Where S is a constant depending on rope design and
quality of steel and d is diameter of rope in cm
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CONSTANT VALUE ( At tensile strength of
steel nearly equal to 160 kg/cm²)
Type of rope k s
Round strand with fibre core 0.35 52
Round strand with wire core 0.40 56
Flattened strand with fibre core 0.41 55
Flattened strand with wire core 0.45 58
Locked coil 0.56 85
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Calculation of Mass and Strength of Rope
 A wire rope, round stranded with fiber core, has a diameter
of 2.54 cm. If the steel has a tensile strength of 160 kg/cm²,
Find the mass of the rope and the breaking strength in SI
units.
Solution:
Given,d= 2.54 cm
k=0.36 (From table)
s=52 (From table)
Mass= kd2 (where d is in cm)
= 0.36*(2.54)2 = 2.322 kg/m
Strength= sd2
= 52*(2.54)2 = 335.4 kn
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Direct haulage calculations
The calculation involves the determination of the motor
hp. It must be remembered that in a single drum
haulage the empties move under the effect of gravity.
So a little power is required for breaking the motion.
The power required for translational and rotational
motion is provided by the gravity. When the loaded
tubs start the motion upwards, initially the length of the
rope is maximum which goes on reducing
subsequently. Evidently the requirement of power also
reduces. It is therefore obvious that the motor hp
should be the one that is required for starting the
motion.
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Direct haulage calculations
 A train of mine cars having a weight of 50 tef
is attached to a direct haulage. The speed of the
haulage is 9 kmph. The inclination of the
haulage road is 1 in 10. Length of haulage
plane is 1000 m. The coefficient of friction for
the mine cars is 1/50 and that for the rope; it is
1/20 . The rope weight is 2.73 kgf/m. calculate
the power requirement of the haulage engine.
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Direct haulage calculations (contd.)
Solution
 When the tubs move on a direct haulage
system; following forces act on the system.
1. Gravity component of the weight of the tubs
and ropes.
2. Frictional resistance of the tubs and the ropes.
We now proceed to calculate these forces.
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Direct haulage calculations (contd.)
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Direct haulage calculations (contd.)
Power = 62.88 × 2.5 = 157.2 kW
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B.TECH MINING 5TH
MINING MACHINERY-II
UNIT- IV
UNDERGROUND MINE TRANSPOTATION
SYSTEM
LECTURE -8
Ajeet Mehra
Assistant Professor
Department of Mining Engineering
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 A direct haulage pulls up 10 tubs in a train up
an incline of 1 in 8. The tare of the tub is 0.4 te
and the capacity is 0.9 te. The rope diameter is
25 mm and the speed is 12 kmph. The length of
haulage is 500 m. The coefficient of friction
can be taken as 0.05. Estimate the power
required for the haulage motor.
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Solution
Assuming that a fibre core is used for the haulage with k
=0.35
Mass of the rope = 0.35 × (2.5)2 = 2.18 kg/m.
Gravity component of the weight of the tubs = 15941 N
Gravity component of the weight of the rope = 1336.6 N
Force required to overcome friction of the rope = 534.6 N
Force required to overcome friction of the tubs = 6376.5 N
Total force requirement = 24188.7 N
Power at the rope = 80.55 kW
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 150 tonne of coal is hauled by Direct rope
haulage in a shift of 8 hours having 6 hours
actual hauling time. Average speed of rope is 9
kmph. Total set changing time is 1 min and 10
tub in a set having tub capacity 1.2 tonne. What
is length of haulage plane?
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Haulage system in Mines

  • 1. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -1 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 2. C o n f i d e n t i a l TRANSPORT SYSTEM The main methods of transport are as follows: A. Rope Haulage 1. Direct rope haulage 2. Endless rope haulage a. Over-rope b. Under-rope 3. Main and tail rope haulage 4. Gravity haulage B. Conveyor system of haulage 1. Belt conveyor 2. Cable belt conveyor
  • 3. C o n f i d e n t i a l 3. Chain conveyor a. Scraper chain conveyor b. Armoured chain conveyor c. Gate end loader d. Mobile stage loader 4. Plate conveyor 5. Disc conveyor 6. Pipe conveyor 7. Rail-Veyor C. Locomotive haulage a. Diesel locomotive b. Electric battery locomotive c. Trolley wire locomotive d. Cable reel locomotive e. Compressed air locomotive D. Shuttle cars
  • 4. C o n f i d e n t i a l Underground transport arrangements are divided into two categories: 1. Main Haulage 2. Gathering haulage  The main haulage arrangement is that which operates between winding shaft/incline and the main underground loading points. At the main loading point, the loads are collected from one, two or more districts.  The gathering haulage arrangement is that which operates between the working faces and the main loading points.  In a large mine, where the working faces are far from the main loading point, an intermediate transport arrangement operates and it is known as secondary haulage.
  • 6. C o n f i d e n t i a l Direct Rope Haulage  Simplest system employing in the mine.  consist of one pulling rope and one haulage drum for hauling minerals in tubs or mine cars up a gradient which is generally steeper than 1 in 10.  The haulage engine is situated at the top of an inclined roadway.  The train of tubs is attached to one end of the rope, the other end being fixed to the haulage drum.  The empty tubs attached to the end of the haulage rope travel on the down gradient by their own weight and do not require power from the haulage engine. The drum shaft is therefore provided with a jaw clutch to disengage it from the engine. A slip ring motor with drum controller is used.
  • 7. C o n f i d e n t i a l Advantages: 1. The rope speed is generally 8-12 km/h and the system can operate between any point of the haulage plane and the haulage engine. 2. It can, therefore, cope with the haulage requirements of an advancing working face. 3. Only one haulage track is required. 4. The system can also serve branch roads if the gradient is suitable for down-the-gradient movement of empties by gravity..
  • 8. C o n f i d e n t i a l Disadvantages: 1. High peak power demand as load starts its journey up the gradient. 2. Severe braking duty on the downward run. 3. High haulage speed demanding high standard of track maintenance. 4. Not suitable for mild inclination of roads. 5. A derailment is associated with heavy damage because of high speed.
  • 9. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -2 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 10. C o n f i d e n t i a l Endless rope haulage  In this system there are two parallel tracks side by side.  One for loaded tubs and another for empty tubs and the endless rope passing from the driving drum located at out bye end of the haulage road to the in bye end and back again via a tension bogey.  The tubs loaded as well as empties are attached to the rope with regular interval with the help of clips so that the entire rope length has tubs on it at intervals.
  • 11. C o n f i d e n t i a l Endless rope haulage  Only one tub is attached to the rope at a time. But where lashing chain is used for attachment the normal practice is to attach a set of tubs and the attachment or detachment is performed by stopping the rope if however clips are used for single tubs they can be attached or detached when the rope is in motion.  The gradient of haulage road is mild and rarely exceeds 1 in 6.  The rope speed ranges between 3 km/h and 7 km/h and the haulage is slow moving.  The rope moves in one direction only.
  • 14. C o n f i d e n t i a l Types: There are two types of endless rope haulage. 1. Over Rope type: In over rope type the haulage rope passes over the tub or set of tubs. 2. Under Rope type: In under rope type it passes beneath the tub or set of tubs. Advantages: 1. Because of slow speed, less wear and tear. 2. Accident from derailed tubs does not cause much damage due to slow speed. 3. Motor of less power required. 4. It does not place heavy demand on the power supply.
  • 15. C o n f i d e n t i a l Disadvantages: 1. It requires wide roads for two tracks. 2. It is not suitable for sleep gradient. 3. Load on the rope is large and a rope of larger cross- section is required. 4. If a breakdown of any tub occurs the whole system comes to a standstill. 5. It cannot serve a main road and a branch road simultaneously unless elaborate arrangements are made to course the rope to the branch line with the help of deflection pulleys. The tubs of main road rope have to be detached and reattached at the branch line.
  • 16. C o n f i d e n t i a l Rope clips used in Endless haulage The tubs, loaded as well as empties, are attached to the rope at regular intervals with the help of clips, so that the entire rope length has tubs on it at intervals. When the clips are used for single tubs they can be attached or detached when the rope is in motion. Types of rope clips: The design of endless haulage rope clips depends on whether the haulage is of over rope type or of under rope type. Some of the clips used in the endless haulage are as follows:- 1. Screw Clip 2. Smallman Clip 3. Cam Clip and 4. Lashing Chain
  • 17. C o n f i d e n t i a l Screw Clip: This clip is tightened on the rope by a handle and screw and the handle is coupled to the draw bar of the tub by a long steel rod hinged to the clip. Smallman Clip:  Consists of a pair of steel cheeks or side plates, loosely held together by the adjustable central bolt which has a spring surrounding it to keep the plates apart and kept in position by pins supporting the lever and the coupling hook.  The clip can be detached automatically from the rope by fixing a bridge-piece or trip bar to a sleeper at such a tight and in such a way that the rope passes underneath while the lever of the clip strikes against it.
  • 18. C o n f i d e n t i a l Cam Clip: This consists of a plate and a cam-shaped lever which is pivoted and is connected by a small chain to the tub to be hauled. The pull of the tub turns the lever around the pivot so that the grip of the clip on the rope is proportional to the load. On undulating roadways, a clip must be provided at each end of the tub . Lashing Chain: The lashing chain is usually 2.5 to 3 m long with a hook at each end. One hook is attached to the draw bar of the tub and the other end of the chain is coiled 3 to 4 times around the haulage rope and is linked to the chain. It slows down the speed of tubs causing less wear and tear. It helps to prevent accidents by derailing the tubs. When the lashing chains are used to join tubs, it helps to attach tubs at different level easily .
  • 20. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -3 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 21. C o n f i d e n t i a l Main and Tail rope haulage  The hauling engine is provided with two separate drums one for the main rope, which haul the full train out and one for the tail which haul for the empty train in.  When one drum is in gear, the other revolves freely on the shaft but controlled when necessary, by the brake to keep the rope taut.  The main rope is approximately equal to the length of the plane and the tail ropes twice this length.
  • 22. C o n f i d e n t i a l Main and Tail rope haulage  Only one track is required.  This system of haulage is suitable for undulating roadways where it is impossible or undesirable to maintain the double track required for endless rope haulage.  It can readily negotiate curves and it is convenient for working branches.  It operates at fairly high speeds and with long trains and if a derailment occurs, the resulting damage and delay likely to be considerable.
  • 25. C o n f i d e n t i a l Advantages: 1. This system of haulage is suitable for undulating roadways, where it is impossible or undesirable to maintain the double track. 2. Unlike endless rope haulage, this system requires one track. 3. Less maintenance cost for one track compare to two tracks. 4. Can readily negotiate curve. 5. It is convenient for working branches. 6. It operates at fairly high speed.
  • 26. C o n f i d e n t i a l Disadvantages: 1. As it operates at fairly high speed, more wear and tear. 2. Derailment can cause more harms to man and machine. 3. Long length of rope is required causing more cost of maintenance. 4. It became very difficult to manage the system properly.
  • 27. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -4 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 28. C o n f i d e n t i a l Gravity haulage or Self acting incline  This haulage operates without any motor or external source of power and consists of a cast iron pulley of 1.3 m to 2 m diameter having a brake path on the side and a strap brake.  It is located at the top of the inclined roadway and is employed to lower by gravity the loads attached to one end of the rope which passes round the vertical jig pulley.
  • 29. C o n f i d e n t i a l Gravity haulage or Self acting incline Only single track is required for the operation but at the mid way of the road where the loads and empties meet, double track or a bye-pass is essential. The gravity haulage of the full load is the power supplied to overcome the gravity load of the empty set and rope, together with friction of full tubs running downwards and empty tub moving up.
  • 30. C o n f i d e n t i a l The least gradient for a gravity haulage depend on The length of the plane. The size, capacity, weight, and conditions of tubs and their numbers. The state of the roadway in regard both of layout and maintenance Some authorities suggest 1in20 is being the least gradient, but each case requires its own diagnosis.
  • 33. C o n f i d e n t i a l Plan and section of layout of gravity haulage
  • 34. C o n f i d e n t i a l Advantages It does not required any external source of power. Installation and operating cost is less as compare to other haulage system. Only one track is required.
  • 35. C o n f i d e n t i a l Disadvantages This system of haulage can only used at some particular place i.e.- Hilly area. It can be only used at a place where loaded tub has to be transport at down gradient. Because of high speed and high gradient , derailment can cause more damage.
  • 36. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -5 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 37. C o n f i d e n t i a l SAFETY DEVICES IN HAULAGE The various safety devices used on haulage roadways are as follows: 1. Stop-blocks: A stop-block is a common arrangement placed near the top of inclines. It consists of a stout beam or blocks lying across the rails, pivoted at one end and held against a pivoted side-block at the other. The side-block may be straight or bent. When it is desired to open the blocks, side block is first opened and then the stop-block is turned.
  • 39. C o n f i d e n t i a l 2. Buffers: When any roadways or face is in direct line with a haulage track and persons may be exposed to danger from runaway tubs, strong buffer is provided and maintained on haulage road to prevent such danger; Buffers may be horizontal or vertical.
  • 40. C o n f i d e n t i a l 3. Back catches:  It may consist of a pivoted piece of steel rail placed between the two rails as shown in the figure (monkey catch). Tubs can move over it only in one direction. In case of backward runway it will catch the tub axle thus arresting the tubs. A stout wooden block is pivoted at one end and passed over the rail by a strong spring allows the tube in one direction only and prevents runway (backward) in case of spring catch.
  • 42. C o n f i d e n t i a l 4. Backstays:  Any train of tubs ascending an incline (except endless rope) shall have a drag or backstay attached to the rear tub so as to prevent the train from running back. These may be attached to the tub axle or to the tub drawbar according to their types.
  • 44. C o n f i d e n t i a l 5. Drop Warwick:  This is intended for arresting forward runaways, being placed below the brow of an incline and also near the bottom and below intermediate levels.  It consists of a girder (heavy type) hinged at one end to a specially set roof girder and held up at the other by an eye-bolt and pin.  The Warwick is released when required in emergency by a haulage worker pulling the wire to withdraw the pin. It may also be operated automatically when the uncontrolled movement of tubs gives long swing to an operating handle.
  • 46. C o n f i d e n t i a l Combined stop block & Runway switch  This safety device is situated at the incline mouth of direct or main & tail rope haulage. In this safety device the stop block & the runaway switch are so interconnected that at any time one of them is working.  The distance between stop block & run away switch should be more than the train length (train length + 4.5 meter). The stop block & the primary switch are connected by a lever. When the lever is operated to clear the track from the stop block the runaway switch is open. But as soon as the tubs crosses stop block the lever is again operated to close the runaway switch & at the same time it is on the stop block.
  • 48. C o n f i d e n t i a l 7. Jazz rails  The principle of this device is that tubs travelling at normal speeds pass over a section of the jazz track negotiating the bend readily.  If the tubs travel at an excessive speed as in the case of runway they will fail to get round the bend and a derailment occurs.
  • 50. C o n f i d e n t i a l 8. Manholes:  When person are allowed to work or pass through an incline, when the haulage is in motion, the manholes are made along the roadways so that person travelling can take shelter in the manholes.  The interval between two manholes should not be more 10 meters, but if the gradient is less than 1:6 the interval may be up to 20 meter.  Height should be more than 1.8 meter, depth should be more than 1.2 meter & width should be more than 0.7 to 1 meter. If the roadways are less than 1.8 meter in height the manhole should be made up of full height of the roadway it is used in direct, main & tail & endless rope haulages.
  • 51. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -6 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 52. C o n f i d e n t i a l Mine Tubs  A mine tub is a box open at the top, and mounted on a wooden or iron frame fitted with wheels.  The axle rests in a pedestal block and is prevented from falling out of place by a clamp of mild steel flat.  Ball or roller bearing is not used.  The tubs in coal mines are usually of 1.1 m3 capacity. Their contents are unloaded manually or by a tippler.
  • 54. C o n f i d e n t i a l Mine Cars  A mine car is of larger capacity, usually 3 m3 or more, and the construction is like a tub.  The main difference is that the roller bearings is used in Mine cars.  Unloading is by a tippler and rarely, manually.  Some mine cars are designed for automatic unloading when they pass over a bunker. One such mine car is Granby mine car.
  • 56. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -7 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 57. C o n f i d e n t i a l Computation problems for Haulage System Mass and strength of wire ropes: The mass of a rope depends upon the quantity of steel in it i.e. the space factor and the design of the rope. Mass of rope (kg/m length) = kd2 Where k is a constant depending on rope design and d is diameter of rope in cm. Strength (Breaking strength) (KN) = sd2 Where S is a constant depending on rope design and quality of steel and d is diameter of rope in cm
  • 58. C o n f i d e n t i a l CONSTANT VALUE ( At tensile strength of steel nearly equal to 160 kg/cm²) Type of rope k s Round strand with fibre core 0.35 52 Round strand with wire core 0.40 56 Flattened strand with fibre core 0.41 55 Flattened strand with wire core 0.45 58 Locked coil 0.56 85
  • 59. C o n f i d e n t i a l Calculation of Mass and Strength of Rope  A wire rope, round stranded with fiber core, has a diameter of 2.54 cm. If the steel has a tensile strength of 160 kg/cm², Find the mass of the rope and the breaking strength in SI units. Solution: Given,d= 2.54 cm k=0.36 (From table) s=52 (From table) Mass= kd2 (where d is in cm) = 0.36*(2.54)2 = 2.322 kg/m Strength= sd2 = 52*(2.54)2 = 335.4 kn
  • 60. C o n f i d e n t i a l Direct haulage calculations The calculation involves the determination of the motor hp. It must be remembered that in a single drum haulage the empties move under the effect of gravity. So a little power is required for breaking the motion. The power required for translational and rotational motion is provided by the gravity. When the loaded tubs start the motion upwards, initially the length of the rope is maximum which goes on reducing subsequently. Evidently the requirement of power also reduces. It is therefore obvious that the motor hp should be the one that is required for starting the motion.
  • 61. C o n f i d e n t i a l Direct haulage calculations  A train of mine cars having a weight of 50 tef is attached to a direct haulage. The speed of the haulage is 9 kmph. The inclination of the haulage road is 1 in 10. Length of haulage plane is 1000 m. The coefficient of friction for the mine cars is 1/50 and that for the rope; it is 1/20 . The rope weight is 2.73 kgf/m. calculate the power requirement of the haulage engine.
  • 62. C o n f i d e n t i a l Direct haulage calculations (contd.) Solution  When the tubs move on a direct haulage system; following forces act on the system. 1. Gravity component of the weight of the tubs and ropes. 2. Frictional resistance of the tubs and the ropes. We now proceed to calculate these forces.
  • 64. C o n f i d e n t i a l Direct haulage calculations (contd.) Power = 62.88 × 2.5 = 157.2 kW
  • 65. C o n f i d e n t i a l B.TECH MINING 5TH MINING MACHINERY-II UNIT- IV UNDERGROUND MINE TRANSPOTATION SYSTEM LECTURE -8 Ajeet Mehra Assistant Professor Department of Mining Engineering
  • 66. C o n f i d e n t i a l  A direct haulage pulls up 10 tubs in a train up an incline of 1 in 8. The tare of the tub is 0.4 te and the capacity is 0.9 te. The rope diameter is 25 mm and the speed is 12 kmph. The length of haulage is 500 m. The coefficient of friction can be taken as 0.05. Estimate the power required for the haulage motor.
  • 67. C o n f i d e n t i a l Solution Assuming that a fibre core is used for the haulage with k =0.35 Mass of the rope = 0.35 × (2.5)2 = 2.18 kg/m. Gravity component of the weight of the tubs = 15941 N Gravity component of the weight of the rope = 1336.6 N Force required to overcome friction of the rope = 534.6 N Force required to overcome friction of the tubs = 6376.5 N Total force requirement = 24188.7 N Power at the rope = 80.55 kW
  • 69. C o n f i d e n t i a l  150 tonne of coal is hauled by Direct rope haulage in a shift of 8 hours having 6 hours actual hauling time. Average speed of rope is 9 kmph. Total set changing time is 1 min and 10 tub in a set having tub capacity 1.2 tonne. What is length of haulage plane?