Mining
Choosing A Mining Method
The various methods of mining a coal seam can be classified under two headings, surface mining and underground mining. Surface and underground coal mining are broad activities that incorporate numerous variations in equipment and methods, and the choice of which method to use in extracting a coal seam depends on many technological, economic, and social factors. The technological factors include, at a minimum, the number of seams, the thickness and steepness of each seam, the nature and thickness of the strata overlying the seams, the quality of the coal seams, the surface topography, the surface features, and the transportation networks available. Economic factors include energy demand and its growth, the supply and cost of alternative sources of energy, coal quality and the cost of coal preparation, the selling price of coal, advancements in technology that affect costs of production, and environmental legislation. Social factors include prior history of mining in the area, ownership patterns, availability of labor, and local or regional government support.
It is a general rule that technological factors dictate a clear choice between surface and underground mining, whereas economic and social factors determine whether a coal reserve will be mined at all. Some coal reserves, however, are surface-mined first and then deep-mined when the coal seam extends to such great depths that it becomes uneconomical to continue with surface mining. The point where it becomes economically necessary to switch from one method to the other can be calculated with the aid of stripping ratios, which represent the amount of waste material that must be removed to extract a given amount of coal. Stripping ratios can also consider the selling price of coal, and a certain minimum profit can be added to the total cost of producing and marketing the coal for a more thorough cost-benefit analysis.
Analysis of world coal production indicates that contributions from surface and underground production are approximately equal. Anthracite seams (less than 10 percent of world coal production) are generally mined by underground methods, whereas lignite seams (25 percent) are most often surface-mined. Bituminous seams (approximately 65 percent) are mined in roughly equal proportions by both methods.
Surface Mining
Surface coal mining generally involves the following sequence of unit operations: (1) clearing the land of trees and vegetation, (2) removing and storing the top layers of the unconsolidated soil (topsoil), (3) drilling the hard strata over the coal seam, (4) fragmenting or blasting the hard strata with explosives, (5) removing the blasted material, exposing the coal seam, and cleaning the top of the coal seam, (6) fragmenting the coal seam, as required, by drilling and blasting, (7) loading the loose coal onto haulage conveyances, (8) transporting the coal from the mine to the plant, and (9) reclaiming lands affected by the mining activity.
Mining methods
Surface techniques can be broadly classified into (1) contour strip mining, (2) area strip mining, (3) open-pit mining, and (4) auger mining.
Contour strip mining
Contour mining is commonly practiced where a coal seam outcrops in rolling or hilly terrain. Basically, the method consists of removing the overburden above the coal seam and then, starting at the outcrop and proceeding along the hillside, creating a bench around the hill. In the past, the blasted overburden spoil was simply shoved down the hill; currently, soil is either carried down the mountain to fill a chosen valley in horizontal layers or is replaced on the working bench itself in places where coal has been removed. If the break-even stripping ratio remains favorable, further cuts into the hillside will be made. Otherwise, if there are sufficient reserves under the knob of the hill, the coal may be recovered by underground mining or by augering.
Area strip mining
Area mining, applied where the terrain is flat, commences with a trench or “box cut” made through the overburden to expose a portion of the coal seam. This trench is extended to the limits of the property in the strike direction. After coal removal, a second cut is made parallel to the first one, and the overburden material from this cut is placed in the void of the first cut. The process is repeated in successive parallel cuts until the stripping ratio indicates that continued surface mining is uneconomical.
Open-pit mining
In open-pit mining of the coal seam, several benches are established in both the overburden strata and the coal seam. The open-pit method is generally practiced where thick coal seams are overlain by thick or thin overburden; it is also used for mining steeply pitching coal seams. In the beginning stages of mining, considerable volumes of overburden materials must be accumulated in large dump areas outside the mine.
Auger mining
Auger mining is usually associated with contour strip mining. With this method, the coal is removed by drilling auger holes from the last contour cut and extracting it in the same manner that shavings are produced by a carpenter’s bit. Coal recovery rates approach 60 percent with this method. The cutting heads of some augers are as high as 2.5 metres. As each stem works its way into the coal seam, additional auger stems are added, so that hole depths of more than 60 to 100 metres are not uncommon. Problems of subsidence, water pollution, and potential fires are associated with augering.
Highwall mining is an adaptation of auger mining. Instead of an auger hole, an entry into the coal seam is made by a continuous miner, remotely operated from a cabin at the surface. The cut coal is transported by conveyors behind the miner to the outside. Using a television camera, the operator can see and control the miner’s progress. The entry can be advanced 300 to 400 metres into the coal seam, after which the miner is retreated to the surface and repositioned to drive an entry adjacent to the previous one. Advantages over augering include higher productivity, greater safety, and lower cost.
Equipment
Dozers and scrapers
A variety of equipment is used in a surface mining operation. In land clearing, topsoil removal, and preparation of the mining area for subsequent unit operations, bulldozers and scrapers have extensive applications. These pieces of equipment have grown bigger and better over the years. Currently, scrapers for rock have bucket capacities of 33 cubic metres (1,165 cubic feet; about 47 tons of material), and scrapers for coal have capacities of 43 cubic metres (37 tons). Bulldozers have blade capacities up to 30 cubic metres.
Drilling and blasting
Where strata are hard, drilling and blasting are necessary. Blastholes are generally drilled from the surface, are vertical, and vary in diameter from 25 to 100 centimetres. In some mines, horizontal holes are drilled into the overburden with the drill sitting on the coal surface. The holes are charged with explosives that are based on a mix of ammonium nitrate and fuel oil (ANFO) in dry mix, slurry, or emulsion form. It is common to have a bulk-explosive truck drive into the area where holes have been drilled to fill holes with custom-designed explosive mixtures.
Shovels and trucks
Overburden removal is the most important operation in the system. When the haul distances are small (for example, 500 to 1,000 metres) and the overburden material soft, a fleet of scrapers can load, haul, and dump the overburden. Where distances are very small (for example, 30 to 40 metres), mobile front-end loaders, or wheel loaders, may be used to load, haul, and dump. At greater haul distances, a fleet of trucks may be necessary, the trucks being loaded by front-end loaders.
Three types of shovel are currently used in mines: the stripping shovel, the loading (or quarry-mine) shovel, and the hydraulic shovel. The hydraulic mining shovel has been widely used for coal and rock loading since the 1970s. The hydraulic system of power transmission greatly simplifies the power train, eliminates a number of mechanical components that are present in the loading shovel, and provides good crowding and breakout forces. Hydraulic and loading shovels are available with capacities up to and over 30 cubic metres. The capacity of the loading shovel is carefully matched with the haul unit into which the load will be dumped. In open-pit coal mines, the haul units for overburden material are usually large, off-highway, end-dumping trucks; their capacities range from 35 to 250 tons. The stripping shovel has a large bucket, usually sits in the pit on the top of the coal seam, digs into the overburden material, and deposits it in the adjacent mined-out area.
Draglines
Draglines are by far the most commonly used overburden-removal equipment in surface coal mining. A dragline sits on the top of the overburden, digs the overburden material directly in front of it, and disperses the material over greater distances than a shovel. Compared with shovels, draglines provide greater flexibility, work on higher benches, and move more material per hour. The largest dragline in operation has a bucket capacity of 170 cubic metres.
Wheel excavators
The bucket-wheel excavator (BWE) is a continuous excavation machine capable of removing up to 12,000 cubic metres per hour. The most favourable soil and strata conditions for BWE operation are soft, unconsolidated overburden materials without large boulders. BWEs are widely employed in lignite mining in Europe, Australia, and India. In these mines, the wheel excavators deposit the overburden and coal materials onto high-speed, high-capacity belt conveyors for transport to the mined-out areas of the pit and the coal stockpile, respectively. In the United States, wheel excavators have been used in combination with shovels or draglines, with a wheel handling soft topsoil and clay layers and a shovel or dragline removing hard strata.
Coal removal
Coal is usually loaded by front-end loaders, loading shovels, or wheel excavators into off-highway, bottom-dump trucks for transport to the stockpile. In small operations, it can be loaded into on-highway trucks for direct shipment to customers. In some open-pit operations with BWEs, rail haulage is practiced in the benches themselves, coal and overburden being loaded directly into railcars by the wheel excavator. Nevertheless, in BWE operations belt haulage is preferable, as it facilitates continuous mining.
Underground Mining
In underground coal mining, the working environment is completely enclosed by the geologic medium, which consists of the coal seam and the overlying and underlying strata. Access to the coal seam is gained by suitable openings from the surface, and a network of roadways driven in the seam then facilitates the installation of service facilities for such essential activities as human and material transport, ventilation, water handling and drainage, and power. This phase of an underground mining operation is termed “mine development.” Often the extraction of coal from the seam during mine development is called “first mining”; the extraction of the remaining seam is called “second mining.”
Mining methods
Modern underground coal-mining methods can be classified into four distinct categories: room-and-pillar, longwall, shortwall, and thick-seam.
Room-and-pillar mining
In this method, a number of parallel entries are driven into the coal seam. The entries are connected at intervals by wider entries, called rooms, that are cut through the seam at right angles to the entries. The resulting grid formation creates thick pillars of coal that support the overhead strata of earth and rock. There are two main room-and-pillar systems, the conventional and the continuous. In the conventional system, the unit operations of undercutting, drilling, blasting, and loading are performed by separate machines and work crews. In a continuous operation, one machine—the continuous miner—rips coal from the face and loads it directly into a hauling unit. In both methods, the exposed roof is supported after loading, usually by rock bolts.
Under favourable conditions, between 30 and 50 percent of the coal in an area can be recovered during development of the pillars. For recovering coal from the pillars themselves, many methods are practiced, depending on the roof and floor conditions. The increased pressure created by pillar removal must be transferred in an orderly manner to the remaining pillars, so that there is no excessive accumulation of stress on them. Otherwise, the unrecovered pillars may start to fail, endangering the miners and mining equipment. The general procedure is to extract one row of pillars at a time, leaving the mined-out portion, or gob, free to subside. While extraction of all the coal in a pillar is a desirable objective, partial pillar extraction schemes are more common.
At depths greater than 400 to 500 metres, room-and-pillar methods become very difficult to practice, owing to excessive roof pressure and the larger pillar sizes that are required.
Longwall mining
In the longwall mining method, mine development is carried out in such a manner that large blocks of coal, usually 100 to 300 metres wide and 1,000 to 3,000 metres long, are available for complete extraction (see photograph ). A block of coal is extracted in slices, the dimensions of which are fixed by the height of coal extracted, the width of the longwall face, and the thickness of the slice (ranging from 0.6 to 1.2 metres). In manual or semimechanized operations, the coal is undercut along the width of the panel to the depth of the intended slice. It is then drilled and blasted, and the broken coal is loaded onto a conveyor at the face. The sequence of operations continues with support of the roof at the face and shifting of the conveyor forward. The cycle of cutting, drilling, blasting, loading, roof supporting, and conveyor shifting is repeated until the entire block is mined out.
In modern mechanized longwall operations, the coal is cut and loaded onto a face conveyor by continuous longwall miners called shearers or plows (see photograph). The roof is supported by mechanized, self-advancing supports called longwall shields, which form a protective steel canopy under which the face conveyor, workers, and shearer operate. In combination with shields and conveyors, longwall shearers or plows create a truly continuous mining system with a huge production capacity. Record productions exceeding 20,000 tons per day, 400,000 tons per month, and 3.5 million tons per year have been reported from a single U.S. longwall shearer face.
Two main longwall systems are widely practiced. The system described above, known as the retreating method, is the most commonly used in the United States. In this method the block is developed to its boundary first, and then the block is mined back toward the main haulage tunnel. In the advancing longwall method, which is more common in Europe, development of the block takes place only 30 to 40 metres ahead of the mining of the block, and the two operations proceed together to the boundary.
In longwall mining, as in the room-and-pillar system, the safe transfer of roof pressures to the solid coal ahead of the face and to the caved roof behind the face is necessary. Caving of the overlying strata generally extends to the surface, causing surface subsidence. The subsidence over a longwall face is generally more uniform than it is over room-and-pillar workings. If conditions are such that the roof will not cave or subsidence to the surface is not allowable, it will be necessary to backfill the void with materials such as sand, waste from coal-preparation plants, or fly ash. Owing to technical and environmental reasons, backfilling is practiced in many mining countries (e.g., Poland, India), but the cost of production is much higher with backfilling than it is without.
Shortwall mining
In the shortwall mining method, the layout is similar to the longwall method except that the block of coal is not more than 100 metres wide. Furthermore, the slices are as much as three metres thick and are taken by a continuous miner. The mined coal is dumped onto a face conveyor or other face haulage equipment. The roof is supported by specially designed shields, which operate in the same manner as longwall shields. Although a great future was envisioned for shortwall mining, it has not lived up to expectations.
Thick-seam mining
Coal seams as much as five metres thick can be mined in a single “lift” by the longwall method, and seams up to seven metres thick have been extracted by conventional mining systems in one pass. However, when a seam exceeds these thicknesses, its extraction usually involves dividing the seam into a number of slices and mining each slice with longwall, continuous, or conventional mining methods. The thickness of each slice may vary from three to four metres. Many variations exist in the manner in which the complete seam is extracted. The slices may be taken in ascending or descending order. If the roof conditions or spontaneous-combustion liability of the seam requires that there be no caving, the void created by mining will be backfilled. The backfill material then acts as an artificial floor or roof for the next slice. Caving is the preferred practice, however.
Thick coal seams containing soft coal or friable bands and overlain by a medium-to-strong roof that parts easily from the coal can be fragmented by a high-pressure water jet. For successful operation, the floor must not deteriorate through contact with water, and the seam gradient must be steep enough to allow the water to flush the broken coal from the mined areas. Under favourable conditions, hydraulic mining of coal is productive, safe, and economical. It has been employed experimentally within the United States and Canada, but it is practiced extensively in the Kuznetsk Basin of Siberia for the extraction of multiseam, steeply pitching deposits. Here the water is also used to transport the coal from the working faces to a common point through open channels and from the common point to the surface through high-pressure hydraulic transportation systems.