Search Documents

In this very interesting paper, Mr. Harrington mentions a considerable variety of materials suitable for use in the rock dusting of coal mines; this suggests that you may possibly be interested in same purely theoretical figures tending to show the superiority of gypsum for this purpose. Some of the gentlemen present have found difficulty in applying a thick, adherent coating of dry gypsum to the ribs and roofs of their workings, for which reason pulverized gypsum will perhaps be chiefly useful for the loading of barrier troughs. In view of the function that rock dust is expected to perform in case of a coal-dust explosion, it seems obvious that the most efficacious dust will be the one that can absorb the most heat and absorb it most rapidly. The customary rock dusting materials differ considerably in this respect, depending principally upon the facility with which they can be decomposed at the temperatures encountered in a coal-dust explosion. Such stable materials as silica, anhydrite and flue-dust vary but slightly in their heat-absorbing capacities, the specific heats of minerals in general ranging between 0.19 and 0.22; on the other hand, gypsum and limestone, as well as certain argillaceous materials such as shale, adobe, etc., are capable of absorbing additional heat through their chemical dissociation, although, as will appear later, it is questionable whether the amount of heat thus absorbed, in the case of limestone, shale, and adobe, is large enough to have any practical value. As to the temperature developed by a coal-dust explosion, the Bureau of Mines reports one test in which gold foil was melted, and others in which silver foil was melted, but not gold; hence 1832° F. (1000° C.) seems a reasonable figure to assume for purposes of calculation. Normal temperature is taken as 68° F. (20°C.). The other fundamental data required for the computations as cited by various authorities, are as follows: [Specific heats Gypsum : 0.259 Calcium sulphate, anhydrous. . .190 Limestone 0.216 Lime 0.239 Clay, shale, silica, etc. usually not exceeding 0.220 Carbon dioxide .:0.217 Steam (at atmospheric pressure)0.500 Heats of formation CaSO4+2H2O-4.606 Kg-cal. per gram molecule, or 48.2 B:t:u.' per pound of gypsum.- CaO +C0,42.5 Kg.-cal. per gram molecule, or 765 B.t.u. per pound of limestone. Latent heat of vaporization of water. from and at 100°C.. 535.9 Kg.-cal. per kilogram (964.6 B.t.u. per pound).] Computations will be based on the Fahrenheit scale and British thermal units, as probably more familiar in the coal industry. First as to the inert materials: their heat-absorbing capacity per pound is simply the product of their specific heat, say 0.22, multiplied by the assumed rise in temperature, 1764° F., or 388 B.t.u. per pound. Gypsum, CaS0, 2H.0, though apparently perfectly dry, contains 21% of combined water. When gradually heated it will have liberated three-quarters of its water freely by the time it reaches 250° F.; the remaining one-quarter is retained to a somewhat higher temperature, but the last of it will have been expelled at 482° F. For calculating the total heat absorbed in raising gypsum (or its products) to the temperature of a coal-dust explosion, no serious error will be intro-

Jan 1, 1925

By E. H. McCleary

The Alamo Mine The Alamo mine is located about seventeen miles northwest of Walsenburg, Colorado, on the Loma Branch of the Denver and Rio Grande Western railroad, in the foothills of the Black Mountains of Huerfano County. Prospecting Mr. W. B. Lewis of New York City, president of the Oakdale Coal Company and also president of the Alamo Coal Company first became interested in this property in 1920. After all natural features of the surface had been carefully examined by Mr. Lewis, he was convinced that the property was underlaid with coal seams. Plans for prospect drilling were made at once and this drilling was started late in 1921. In all, eight drill holes were put down to the Trinidad sandstone which underlies the coal measures in this field. These drill holes in general, showed very satisfactory results. Two workable coal seams were penetrated by most of these drill holes, the upper seam being six and one half feet thick and the lower seam having a thickness of ten and one-half feet. The two seams are separated by forty feet of sandstone and shale. Analyses of the seams proved each to be of a very high grade bituminous coal possessing hardness much above other bituminous coals, and having very bright lustrous appearance. Tests of more than a year's duration proved the coal to store excellently in closed bins and also in open bins where coal is exposed to elements. The drill hole data further showed the coal seams to pitch more than fifty per cent or about twenty-six and one-half degrees. The pitch direction being approximately South 65 degrees East. The drill holes further proved the coal seams did not outcrop at any point on the property, and no evidence of coal outcrop has been found in near vicinity. A splitting and pinching out of seams was found to occur some two hundred to three hundred feet of theoretical outcrop at very Western boundary of property. The most Easterly or No. 6 drill hole has a depth of eight hundred fifty feet to floor of lower coal seam. The Trinidad sandstone was found to be immediately under the lower coal seam, and the Pierre shales lying under this sandstone. Plans for Development and Sinking Having obtained sufficient data, plans for development of the property were carefully made sometime in advance of the actual opening of the mine. Every condition was carefully studied and the maximum production of clean and well prepared coal at as low a cost as possible during the entire life of mine was kept uppermost in the minds of all. The life of mine is estimated at approximately fifty years. It was decided to open up the lower and thicker seam first, and due to the pitch and other conditions a slope opening was decided upon for its extraction. The pitch of the coal having been found to be from fifty to sixty per cent or twenty-six to thirty degrees, the plan of driving the slope directly down the pitch of seam was eliminated and a plan that would give a more economical grade was decided upon. To obtain a lesser grade, a point several hundred feet west of-and at a less elevation than the theoretical outcrop of coal seam was selected for the slope opening. (Fig. 18.) To have driven directly down the pitch of coal seam would also have given the slope an uneven grade as the pitch of coal seam varied as it approached the crop. From this point of opening, the slope was to be driven on a thirty-one per cent, or' about seventeen degree pitch to intersect coal seam in No. 6 drill hole, a distance through the Pierre shales and Trinidad sandstone of two thousand five hundred fifty feet, the slope to be driven practically due East

Jan 1, 1925

By F. A. Young

A description of the dry process coal cleaning plant which has been built and operated by St. Louis, Rocky Mountain & Pacific Company at their mine at Brilliant, New Mexico, should at first be a description of the special machinery which is used in this process. This equipment consists primarily of screens for sizing the coal into six different sizes all smaller than 1 ½ inch and the pneumatic machines for cleaning each size. These machines are patented and were manufactured by Sutton, Steele & Steele of Dallas, Texas, until a few months ago when all rights of sale were acquired by the American Coal Cleaning Corporation. These screens, a plan of which is now before you, are called anti-gravity screens because the coal travels up hill. The screens which we have at Brilliant are 3 feet wide and 7 feet 4 inches long. They consist of one upper deck which slopes upward in the direction of the flow of the coal, at an angle of 12 degrees. This deck is a wire mesh screen the size of which determines the size of oversize from that screen. Under this is a lower deck with a slope of 7 degrees. This is a solid bottom and is for advancing the undersize to the next screen. On account of the difference in pitch of these decks they are about 11 inches apart at the discharge end, which allows the oversize to be taken off at one or both sides and the undersize to fall only a few inches on to the following screen. This is perhaps the most valuable point in this patent as it allows any number of screens to be placed on a-level floor, tandem in a battery without elevating or rehandling the coal in any way. The length of the screens corresponds to the proper spacing of the cleaning tables which naturally operate on the floor below. I know of no other screen which can be operated in this way. The coal is caused to travel by a reciprocating motion. A shaft as shown near the center of the screen box and under it has an eccentric at each side of the screen with connecting rods attached near the rear of the screen box. The screen box is attached to the stationary under frame by means of cast iron plates extending full width across the screen box. These are placed at an angle as shown so that the forward motion of the eccentrics causes the screen box to rise as it moves forward and the backward motion drops the screen from under the coal thereby causing it to advance. The coal advancing over the screen cloth in this rolling or jumping motion causes very perfect sizing. It should be stated here that very accurate sizing is necessary for the success of the cleaning tables. The stroke is 1 inch and the speed 350 revolutions per minute. In describing the pneumatic cleaning table, I place before you a plan furnished by the makers. The basic principle is that if a film of coal one to two inches thick and all of nearly the same size pieces is placed on a flat perforated surface and a large volume of air passed through it, the lighter particles which are the clean coal will soon find their way to the top of the film, while the heavier particles, or waste, will remain on the bottom. The machine is built with a perforated deck about 4 feet square under which is an air chamber and air duct connecting with a fan which is part of the machine. The deck of the table has a reciprocating motion the same as the screens already described, which tends to advance the product up a slight slope which is adjustable. The coal is fed at one corner of the table as shown and the deck slopes also away from the feed and at right angles to the reciprocating motion. On top of the perforated deck are riffles about 2 inches apart and running parallel to the line of reciprocating motion. These riffles are about 1/2 inch high at the fan and feed side of the table and taper to nothing at the far side. When the coal is fed on to the table, the air through the perforations tends to raise it 'and roll it over these riffles down the slope toward the clean coal discharge. The heavier particles do not get over the riffles so rapidly and the reciprocating motion is constantly pushing them

Jan 1, 1923

By John M. Jennings

The Hiawatha pitmouth is located at the head of the middle fork of Miller creek, at an altitude of approximately 8,100 feet. The coal is lowered to the tipple down a gravity tram two miles long, in 16 car trips which carry about 60 tons net. The average running time of the trip is about nine minutes. At the bottom of the tram there are two tracks for the loads and two for the empties. The trip, after being cut off the rope, is dropped by gravity onto a feeder, where the cars are uncoupled and fed one at a. time across the pitcar scales and into the dump. The dump is of the full revolution type, friction driven. On passing out of the dump the cars are returned by a kickback onto the empty car haul. They are caught at the bottom by a brake which consists of a pair of steel squeeze blocks operated by heavy springs. The empties are elevated to the double tracks, where the trips are made up. The feeder, scales, dump and empty car haul are all built on the solid ground of the hillside instead of being incorporated in one structure with the screening plant. The coal is dumped into a small hopper with a capacity of about 15 tons, whence it is fed by a reciprocating feeder onto a scraper conveyor which takes the coal over to the screening plant, a distance of 120 feet. This conveyor is 48 inches wide and travels at 120 feet per minute. The screen itself is interesting. It is of the Marcus Horizontal type.

Jan 1, 1925

By D. Harrington

My acquaintance with rock, dusting as a preventive of wide spread explosions in coal mines dates from the fall of 1914 and the spring, summer and fall of 19.1.5 when I had an opportunity to observe the staging (both before and after) of several of the explosions in the Experimental Mine at Pittsburgh and saw violent explosions stopped by rock dust, also saw violently explosive coal dust made insensitive by use of rock dust to ignition or to propagation or spreading of an explosion. From this work I became a convert to rock dusting though I had previously been a firm believer in watering methods and am yet a firm believer that watering, methods have a well defined place in promoting the health and safety of our coal miners. In 1916, while in the Bureau of Mines service, I made an underground study and a report to the Bureau on the first extensively rock dusted mine, in the United States, the Delagua Mine of the Victor American Fuel Company near Trinidad, Colorado, there being then some ten miles of entry in that mine which had been kept well rock-dusted for at' least four years The dust used was " adobe" or surface soil screened from sweepings of the dry surface wagon roads through a screen with one-eighth inch openings, the dust giving about 20% through 200 mesh and about, 10% of approximately 1/8-inch size. The material was collected during dry weather by contract at $1.00 per ton (sacked) and was accumulated in summer and stored for winter and spring use. The dust was scattered through haulage entries by hand or by an electrically operated blower and was held on shelves along the ribs or between and on timber caps with from 1/4-inch to 2-inch thickness of the rock dust. The cost of maintaining the 10 miles of entry well dusted was about $1,500.00 per year or $150.00 per mile per year. Total cost of 'the rock dusting over a four-year period was about $6,000.00, about 2,500 tons of dust being used and 2,000,000 tons of coal produced; the above cost included about 1,200 days labor dusting at $2.50 per day, 2,500 tons of rock dust at $1.00. per ton and miscellaneous labor, material, repairs, power cost, etc., amounting to about $500.00. The cost per ton of coal produced for keeping 10 miles of entry rock dusted being about 3/10c. In addition to the rock dusting, some sprinkling was done, chiefly in the interior of the mine, costing about 2/5c per ton; and due to spilling of coal and sifting of coal .dust through loose cars on the entry floors, the floors of haulage roads were kept sprinkled between and just outside-the rails. Total cost of sprinkling and rock dusting was about .7/10c per ton much less of course than the same work would now cost. Between January, 1916, and July, 1924, my duties in the Bureau of Mines allowed me, to follow up and make underground inspections and reports on more than 20 coal mine explosions and fires in a number of states of the union and in this work a large number of samples of road, rib, and other dusts were taken to ascertain the effect of moisture, roof and floor dirt, etc., upon the propagation or the stopping of the explosion; also a large part of my work was to obtain evidence pro and con as to influences affecting the disasters and very prominent among those influences were the occurrence or use of water, water drippers, or ponds, as well as of sand, roof or floor rock or dust on floor, ribs, etc. The Dolomite explosion near Birmingham, Alabama, in November, 1922, and the Dawson No. 1 Mine Explosion at Dawson, New Mexico, in February, 1923 (at both of which I made underground inspection and report) both starting on main intake haulage road and both in mines which had fairly elaborate watering systems, convinced me that at least as far as freezing can occur on main intake air courses which also act 2s main .haulage ways, rock dusting is likely to be much more dependable than sprinkling. In making up the report on the Dawson Explosion to the Bureau of Mines (copy of which also

Jan 1, 1925

By David Griffiths

I am not an orator and have never said a word in public during my thirty years' experience in the coal mines of Colorado; but, being requested to speak by our worthy chairman, and as I am deeply interested in the future welfare of this organization, 1 will make an effort to say a few words in behalf of the Rocky Mountain Coal-Mining Institute, which we are about to organize. As 1 understand it, it is the object and intent of this organization not merely to assemble occasionally for the purpose of discussing various problems in coal-mining, and thus to obtain the best possible results in economic operations, but its especial duty will be to devise ways and means whereby accidents in coal mines will be minimized. Figuratively speaking. we are about to plant a tree in the State House of Colorado, and desire its roots and branches to extend over Wyoming on the north, New Mexico on the south. and Utah on the west. So we expect this tree to bear fruit over a vast area. We must remember that the planting of a tree, even in good soil, is useless unless we cultivate, prune, and nurture its development. If we will not do so, the tree will not bear the desired fruit. So, in order to make the Rocky Mountain Institute a success, we must not only start it off in good shape, but we must keep on adding to its strength in various ways, so that it will become a known factor and a recognized power over this broad territory. In other coal-mining states and countries of the world much has been accomplished through similar organizations to reduce loss of life among men engaged in the production of coal, and there is no reason why our institute in the West should not be equally useful and attain the same results. There are many ways by which this organization can be made beneficial to the men engaged, in various capacities, in handling the "dusky diamond." I will endeavor to confine my brief remarks to the necessity of a crusade of an educational nature among three classes of men that are directly and indirectly connected with coal mines. First-We need to educate ouselves. It is amazing how few of our number, holding positions of trust, and having charge of men in and around coal mines, are conversant with our brief mining laws and cognizant of our duties in enforcing them. Going down the line to our company men and miners, I think 1 can safely say that not over 5 per cent of them are in any way familiar with the statutes that have been enacted for their especial benefit and protection. This condition, 1 think, can be, and ought to be, remedied, and. if thoroughly done, the effect in reducing loss of life will soon become apparent. Now, to reach the officers or men in charge I consider an easy matter, which could be accomplished in this manner: Have our general managers or owners of coal properties issue a circular, compelling every superintendent pit boss, fire boss, or other officer having charge of men, to send them a copy of the mining law in their own handwriting every six months. But to come to the masses engaged in coal-mining. to get these men of various nationalities educated in the mining law, will be a difficult task indeed; but I think I have an original scheme that is practical, and which, if put in operation, would work wonders in educating our company men and miners. This plan is as follows: Have every school in every coal-mining district devote one-half hour on Friday afternoon after school hours to the familiarizing of all male pupils between the ages of twelve and sixteen years with the contents of our laws governing coal mines. At the end of each term of school, award small prizes- say, $5, $3, and $2- to those that are best posted, the principal of the school to be the sole adjudicator. Now, someone may say that this is causing extra work to our teachers, with no compensation. In this respect, I will vouch that 95 percent of our teachers will do this work gratis, providing we can show them the benefit of the system. If we go a step farther, and put an incentive before our teachers, probably it would be a good scheme to award a prize-say, $20 or more-for the best set of practical amendments to our mining laws complied by any school and its teachers, judges of the amendment to be members of this Institute and appointed by the President. There is no denying the fact that we need to be educated, and that we should adopt some system that will encourage a knowledge of practical and scientific mining amoung our present forces and the rising generation. Newspaper Men Need Educating Second-Our reporters and press agents need to

Jan 1, 1987

By O .. G. Sharrer

Loading mechanically has of late become the most widely discussed subject in connection with coal mining and has even equalled. the discussion of safety measures as a topic of interest. The subject has been discussed in the various mining journals and by well. informed persons at the Mining Institutes, so it would appear; that all has been said that can be said until further experiments bring out new lines of discussion. It is, therefore, not the intention to present this article as a technical discussion of the subject of mechanical loading as a whole, but rather as a plain talk on machines with which the writer has had personal contact. In 1919, during the first period of post-war depression, a Pennsylvania coal company employing union labor became interested in the possibilities of mechanical loading with the hope of reducing their mining costs, which were and are yet too high to meet competition from the non-union fields of Somerset and Westmoreland counties. Of several loaders presented for their consideration the model of the Joy loader shown by Mr. Joseph F. Joy, seemed to hold the greatest possibilities, and after extended study, the management decided to invest in a machine of this type. A machine was built, which as far as the writer knows was the only one of its type ever put on the market. This machine arrived at one of the mines early in 1920 and was put to work immediately. It was a forerunner of the present 4-BU and 5-BU types, but differed from them very radically as to design. In general the machine consisted of the familiar Joy gathering arms and a short conveyor which discharged into a steel tank which held about four and one-half tons of coal. This tank was emptied by a second conveyor which placed the coal in the mine car. The object of this conveyor tank was to provide storage room while changing cars and to allow the machine to load on the entry while the room was short. This plan was very efficient and from our experience was worth retaining, but has been abandoned by the Joy Company on account of its making the machine unwieldy. The whole machine was mounted on caterpillar tractors which were driven by two 10-H.P. Westinghouse series wound motors, each having its own controller, the controllers being arranged in tandem so as to be operated by the same handle. This very ingenious scheme which is shown in Figure 4, was supposed to make it possible to steer the loader by the controllers. By swinging the handle one way both motors moved forward, by swinging the handle the other way both motors moved backwards and by twisting the handle as shown by arrows, one motor moved ahead and the other back, thus causing the machine to turn. This scheme proved a failure as the loader was too temperamental and erratic in its operation. After Mr. Joy, himself, narrowly escaped serious injury, this device was taken off and the controllers manipulated separately. This system never proved satisfactory and was abandoned' for

Jan 1, 1925

By S. W. Farnham

We have listened to many papers describing mechanical loaders, and systems of mining planned to increase their efficiency. We have become familiar with the various types and in a general way, their capacities and limitations. Messrs. F. E. Cash and E. H. Johnson in Bulletin 17 of the Carnegie Institute of Technology, subject Coal Mining Investigations, have a very complete review of the loading situation then. Mr. A. W. Dickinson, in a recent paper before this Institute, gave a later illustrated review of mechanical loaders. On page 28 of Cash & Johnson's paper is a list of loading machines to which might be added to bring the list down to date, the following: Under Digging and Loading Machines The Goodman Power Shovel Under Scraper Loaders The Goodman 436-G-3 125 H. P. three drum Scraper loader The Goodman 35 H. P. Entry loader and the Two Drum 125 H. P. Hoist built by Vulcan of Denver for scrapers Under Shaking Trough Conveyors The Eickhoff Conveyor The Link-Belt Conveyor The McCarty Duck-bill which is really a digging and loading element built to attach to the end of and operated by a reciprocating conveyor. The outstanding feature in this line of work in the past few years is the fact that a few very successful operations have been worked out on a large scale; the officers and staff in charge of this work have gone into details very thoroughly and altered and improved, in many cases, their mine equipment and mining methods, and by the exercise of persistent energy and intelligent effort, in the face of frequent difficulties and discouragements, they have attained results that are far ahead of the average loader operation. The coal mining industry owes much to these men for the pioneering and development of mechanical loading; their investigations in transport, shooting, shearing, snubbing, cleaning, and production costs, the results of which they have given freely and frequently to the public, are of great value. Foremost among the pioneers in this work are the Union Pacific Coal properties, the Quealy properties, the Sheridan Wyoming Coal Company and in the Central West, the Union Colliery Company of Illinois. On the other hand, in the great majority of installations, one loader, or possibly two or three loaders have been started in a given operation and through failure to make the proper effort to improve their transportation and work out the systems to utilize their loading machines, the loaders have not shown appreciable savings and in many cases, the installation has failed. It has been frequently stated in many meetings where loading has been discussed, that the idea of mechanical loading must first be sold not only to the operating staff but to the entire personnel of any company where installations are made. The problems involved in the successful application of this equipment are such that it requires enthusiastic and wholehearted teamwork on the part of everyone connected with the work and when difficulties arise, they must be ready to exercise initiative and try new ways oftentimes of overcoming impediments. The closest attention now is given to the question of economics how much will a loader reduce the cost of coal in any particular situation? Without fear of successful contradiction, I believe that experience up to date has unquestionably shown that where the shovel type of loader can be properly used, it produces in wide work, the cheapest coal of any loading device yet brought onto the market. Naturally there is a considerable difference between the results from different makes of shovels.

Jan 1, 1926

By David Griffiths

I am' not an orator and have never said a word in public during my thirty years' experience in the coal mines of Colorado; but, being requested to speak by our worthy chairman, and as I am deeply interested in the future welfare of this organization, I will make an effort to say a few words in behalf of the Rocky Mountain Coal- Mining Institute, which we are about to organize. As I understand it, it is the object and intent of this organization not merely to assemble occasionally for the purpose of discussing various problems in coal-mining, and thus to obtain the best possible results in economic operations, but its especial duty will be to devise ways and means whereby accidents in coal mines will be minimized. Figuratively speaking, we are about to plant a tree in the State House of Colorado, and desire its roots and branches to extend over Wyoming on the north, New Mexico on the south, and Utah on the west. So we expect this tree to bear fruit over a vast area. .We must remember that the planting of a tree, even in good soil, is useless unless we cultivate, prune, and nurture its development. If we will not do so, the tree will not bear the desired fruit. So, in order to make the Rocky Mountain Institute a success, we must not only start it off in good shape, but we must keep on adding to its strength in various ways, so that it will become a known factor and a recognized power over this broad teritory. In other coal-mining states and countries of the world much has been accomplished through similar organizations to reduce loss of life among, men engaged in the production of coal, and there is no reason why our institute in the West should not be equally useful and attain the same results. There are many ways by which this organization can be made beneficial to the men engaged, in various capacities, in handling the "dusky diamond.' I will endeavor to confine my brief remarks to the necessity of a crusade of an educational nature among three classes of men that are directly and indirectly connected with coal mines. First-We need to educate ourselves. It is amazing how few of our number, holding positions of trust, and having charge of men in and around coal mines, are conversant with our brief mining laws and cognizant of our duties in enforcing them. Going down the line to our company men and miners, I think I can safely say that not over 5 per cent of them are in any way familiar with the statutes

Jan 1, 1913

By D. A. Stout

The Rouse Mine, belonging to the Colorado Fuel & Iron Company, earlier known as the Santa Clara Mine, is located at Rouse, Huerfano County, Colorado. Operations at this property started about the year 1899, after the old Rouse mine had been drowned out by a large flow of water coming from the strata underlying the Cameron seam. The present new Rouse mine was opened by a slope on what is familiarly known as the Walsen seam in the Walsenburg district. This slope has an average grade of 12 per cent bearing approximately, south 45 degrees west, and having at the present time a total length of 6300 feet. This seam has an average thickness at that property of five and one-half feet; however, there are sections of the mine where the thickness is from seven to eight feet. The mine has been developed. since the time it was opened on what is known as the Room and Pillar system ; water level entries have been driven right and left off the slope, and in some cases the rooms are driven directly up the pitch; and in other cases entries have been driven with rooms turned on water level courses. The first flow of water of which we have ally record was encountered in 1901 in what was called the "Second West Entry." This flow, however, was small, and did not require the installation of any large pump unit. From 1901 up until 1909 the flow increased normally as the field was developed. In January, 1909, the first large inflow occurred, coming from a break in the seventh west entry, making a total flow at that time of about 500 gallons per minute. This necessitated putting in larger pumps, and the first pump to be installed of the centrifugal type was a 600 gallon Worthington. By the year 1911 the water had increased, due to additional development, until it was found necessary to install an additional 600 gallon Worthington centrifugal type pump. In December, 1912, a break occurred in the eighth west entry, between the fourth and sixth cross entries, making 2000 gallons per minute. This flow decreased after a period of three weeks some 500 gallons, but on account of the quantity of water then being handled at the mine, and in view of the fact that we needed some reserve pumping equipment to take care of these flows, and additional 600-gallon Worthington centrifugal type pump was installed in June, 1913. An the latter part of 1914 a 250 gallon Reese roturbo was installed to take care of the water, which was being made in the lower workings of the slope. We found after the installation of the centrifugal pumps that the water decreased to a certain degree in the uppermost workings. This led us to believe that the field was being drained, more or less, and the head reduced ; however, our ideas in regard to this were again upset in December, 1915, when we encountered a flow in room 6 off the first cross entry on the ninth east entry. This flow was not as large as previous flows had been, but made 200 gallons per minute.

Jan 1, 1921

[Arsulich, Thomas Mechanical Engineer, S.A.E. House, Laramie, Wyoming Barrett, A. Lee joy Mfg., Co., Research Engineer, Franklin, Pa. Bartlett, Rulon Salesman, 265 S. Seventh East, Salt Lake City, Utah Beauchamp, Paul N Goodman Mfg. Co., Sales Engineer, 2509 S. Monroe, Denver, Colorado Boyle, J. J Mine Superintendent, Roundup, Montana ?Burnell, Patrick H Gebo, Wyoming]

Jan 1, 1950

Houston T. Aars Carter Mining Co. Sundance Rt. Moorcroft, WY 82716 Charles R. Ahlbrecht Western States Surveying Inc. 7030 So. Yosernite Englewood, CO 801 12 Dean Albon Monsanto Co. 800 No. Lindberg St. Louis, MO 631 67 Robert Anderson Mobil Oil Producing Inc. POB 17772 Denver, CO 8021 7 Stephen P. Antony Orbital Engineering 6789 So. Yosernite Englewood, CO 801 12 David Ariotti Boyle Mining Engineering Service Rt. 1 Box 15M Helper. UT 84526 Douglas Auck Falkirk Mining Co. 103 McKinley Ave. Underwood, ND 58378 Roger Backrnan N. D. Crockett & Assoc. 3467 Sorenson Way Salt Lake City, UT 84109 Richard Bailey Continental Conveyor & Equip. Co. 602 Park Point Drive Golden, CO 80401 Earl W. Baker Baker & Co. 4965 Jackson St. Denver, CO 80216 Allen P. Barber San Juan Coal Co. 705 Ocio Farrnington, NM 87421 Edward Barker Process Equipment Builders POB 7506 Paducah, KY 42001 Larry Barton Carter Mining Co. 101 5 Teewinot Circle Gillette, WY 82716 Hugh Bastian American Carbide Corp. POB 2650 Ronald N. Batdorf Monsanto Co. Box 701 Saratoga, WY 82331 Georgetown, KY 40321 Doris A. Bauer Mobile Oil Corp. POB 17772 Denver, CO 80217 Jan Beam Blount International Ltd. 2570 So. Dayton Way #E-308 Denver, CO 80231 Mac Beaudry Falkirk Mining Co. 1029 Cannon Ln. Washburn, ND 58527 R. C. Beerbower Gates Engineering Co. Drawer A Beckley, WV 25801

Jan 1, 1982

The Institute thanks the following for their invaluable assistance, not only in assisting of the planning and organizing for the Vail meeting, but also for their tireless effort in transcribing, editing and processing the various speeches for these proceedings: Elizabeth Sturges-Murray Executive Assistant to the President Western Mining Operations W. R. Grace & Co. Jacklyn Grove Office Supervisor Mining Division W. R. Grace & Co Donna Hollister Further, the Institute announces the appointment of Doris G. Finnie as Secretary-Treasurer. Formerly Office Manager of K&P SALES ENGINEERS, INC., Doris has assisted for the past 15 years in registration for RMCMI. The Institute has opened an office at 777 Nile Street - Suite C Golden, CO 8040 1. Phone her at 3031278-1912 with any changes, corrections or suggestions.

Jan 1, 1982

By J. J. Wilson

To explain in detail the manufacture of seamless pipe and tubes is something I venture to say that has never been done to a point entirely satisfactory. The manufacture of seamless tubes dates back to 1885, when Mannesmann Brothers invented the roll-piercing mill. Ten years later R. C. Stiefel invented the disc-piercer, which first came into general use in this country. At the present time the Mannesmann roll and the Stiefel disc-piercers are used, the Mannesmann rolls particularly for the larger size billets. Sizes produced at first were relatively small and the product was cold drawn to provide a smooth surface. The early uses of seamless material were chiefly for mechanical purposes, such as boiler tubes and bicycle tubing, and the latter for some years taking the heaviest tonnage. Improvements in the hot process were gradually made; the early Pilger type rolls were largely superseded by the two-high rolling mill for rolling out the tube after being pierced, the reeling machine for diagonal rolling, the sizing mill for giving exact outside diameter, and finally the sinking mill for reducing larger diameter tubes to smaller diameters.

Jan 1, 1932

Presiding-Thomas R. Young, President, Wyoming Fuel Company, Lakewood, Colorado. Mark Gillaspie, Vice President, San Marco Pipeline Company, Houston Natural Gas Company, Houston, Texas, presented a very interesting film-"Invocation in Coal Transportation-Black Mesa Coal Slurry Pipeline." (See index for printed text of Mark Gillaspie's remarks) * * * Kaye Kuhlmann, President of Citizens for Total Energy, San Jose, California, presented a paper-"Grass Roots Support for Energy Policy." (See index for printed text of Mrs. Kuhlmann's paper.) Mrs. Kuhlmann is President of Citizens for Total Energy, an International volunteer grassroots organization with the purpose of educating the public on energy alternatives. CITE strongly advocates responsible citizen participation in the establishment of energy policy.

Jan 1, 1980

At 5:30 p.m. a social hour was held for all RMCMI registrants on the lawn area south of the Gondola Lift House. This was followed by a western steak fry and dancing to the country western band, "The Cat's Night Out". MORNING SESSION Tuesday, June 29,1982 RMCMI golfers came out in force for a shot-gun start of the Championship Golf Tournament at Vail Municipal Golf Course which began its first session at 7:30 a.m. followed by a second at 1:15 p.m. The tournament was headed by William Carpender, chairman and his committee members Gary Bennewitz, Jr. and Gene Christmann. RMCMI members were treated to early morning rolls and coffee in the Conference Center preceding a showing of the RMCMI slide/tape program on enhancing the image of coal mining, by telling the story of the Institute. Following this, the meeting was called to order by President McKeever at 8:30 a.m. when he introduced Mr. Carl Terzian who presented a workshop entitled "Sure You Have an Image - But What Kind?". MR. McKEEVER: Good morning Carl. I see you're ready to address this bright and busy tail audience. One of the things that I really want to point out this morning and I knew we would have a second chance with Carl Terzian but Carl is someone that will leave a good lasting impression on you and what he will hopefully be talking about, as I remember, is that what he's saying here can be used personally, or for company, or for the Institute, or anything else on image. Carl is Chairman of the Board of Carl Terzian Associates. He is a prominent author, lecturer and consultant. He is headquartered in Los Angeles and he's nationally known: governmental affairs, man¬agerial development and executive speech training and has served nearly four hundred clients since 1969. Each year he travels nearly 300,000 miles to address conventions, conferences and sales and management meetings as a motivational speaker. Carl has been speaking professionally for more than twenty-five years. He was graduate magna cum laude 1957 from the University of Southern California where he was elected Phi Beta Kappa and student body president. He later served as State Department goodwill ambassador for President Eisenhower; public relations director for Lutheran Hospital Society of Southern California; dean and professor of political science and speech at Woodbury University and public affairs director for architect Charles Luckman. He has been honored for his civic and philanthropic and professional accomplishments by the Congress and State Department, California Assembly and Senate, City and County of Los Angeles, Her Majesty the Queen of England, and six times by the Freedom Foundation of Valley Forge. Carl, welcome to our Coal Mining Institute and it's been kind of a historical situation on Tuesday morning that we will probably have people straggling in after that wonderful steak fry that we had last night. You're very welcome to come and takeover the command. MR. TERZIAN: Thank you very much Ira. This gives me an opportunity for those who were in my luncheon audience yesterday to again thank you for giving me the opportunity of that platform and for the very kind comments that were made following the address. Those of us who had been working for some months with Ira, Charlie, Betsy and many

Jan 1, 1982

Past President Shirl McArthur opened the meeting at 9:30 a.m. He called on the Auditing Committee to give its report. Stan Shubart, who checked the financia1 report of the treasurer, read the report. He asked that it be approved. A motion was made, seconded and carried. Shirl thanked all the committees for an excellent job in making this meeting a most successful one. Special thanks to Park Lamborn for a fine program and to Gussie Whiteside for all her efforts in behalf of the Institute. An increase in salary was voted for the secretary-treasurer. It was decided to return to Vail for the 1979 convention. The Resolutions Committee was called upon to give its report. Roy Coulson, Chairman, submitted the following: (I) RESOLVED, Whereas, in the year since the last convention of The Rocky Mountain Coal Mining Institute, the Institute and the coal mining industry have suffered the loss through death of the services of: O. F. Bridwell C. L. Book O. F. Lewis Frank Kolar O. H. Littrell L. B. Phillippi Weston L. Potter George C. Trevorrow

Jan 1, 1978

Pictured on these pages are the eight RMCMI Scholarship Award Winners for the 1990-1991 year followed by a brief profile. All winners, except John Nixon from Texas, were present as guests of the Institute at the June convention in Keystone, Colorado to receive recognition at the Welcome Session Monday, July 1, 1991. Each state vice president served as the host for the collegiate winner. In addition to receiving a plaque from the Scholarship Chairman, Dr. Donald Gentry, each winner receives $750 tuition credit for the coming academic year. As this is a continuing award, the winners from the previous year will receive another $750 for tuition credit in their senior year if they have maintained good academic standing and are recommended by their university. Criteria for these awards to be made in the spring annually is (1) That the award be made to a sophomore student and used as tuition during the junior year. (2) That the recipient be both a U.S. citizen and a resident of the state involved. (3) That the recipient have good academic standing, be pursuing a degree in a mining related field and have an expressed interest in Western coal as a possible career path. The scholarship program includes curricula other than those in the mining departments, but in the engineering disciplines, such as geology, mineral processing and metallurgy. Contributions to this worthy project are tax deductible to each individual RMCMI member or his firm. Through annual donations of $100 or more, the Patrons of the Institute fund the scholarship program and the various vice presidents contribute the travel expenses to conventions for these outstanding young collegiates. Donations to this worthwhile program may be made payable to RMCMI Scholar- ship and mailed to the RMCMI Office, 3000 Youngfield Street, Suite 324, Lakewood, CO 80215. Profiles of the 1991 Scholarship Winners follow. [ ] Walter Mengel III University of Arizona Tucson, Arizona Walter has attended the Mining Engineering program at University of Arizona since fall, 1990. He is a very diligent student and has recently been selected student mine foreman for the San Xavier Mine. Walter is secretary of the U. of A. AIME Student Chapter and a student member of the AIME Tucson Chapter. His career interests lean towards western coal mining. [ ] Matthew Madden Colorado School of Mines Golden, CO Matt carries a 2.619 cumulative grade point average in the Mining Engineering Department and ranks 194 in a class of 440. He is involved in a number of school activites such as a member of the Society for Mining, Metallurgy and Exploration, Inc., member of the Resident Hall Association, a Admissions Ambassador, and will be a Resident Hall Director for 1991-1992. Matt is also involved in wrestling and received a Colorado School of Mines Athletic Scholarship in 1990.

Jan 1, 1991

By Benedict Shubart

The subject of this paper may seem threadbare to, many of you, but even if I repeat what you already know, just smile to yourself and think how much wiser you are than your neighbor, for it is startling what a number of tipples are erected that violate the elementary fundamentals not only of good design but of practical operation. Possibly a coal screening plant is a simple plant. If so, we treat it like we do a great many other simple things. We treat it entirely too lightly and fail to take into consideration, not only the changes that may occur later, the conditions we may be compelled to meet as competition changes, but even the elementary physical conditions that exist right at the tipple site. If I get too positive over some particular point, don't blame me, but remember some of the heart-breaking experiences we have had correcting these omissions, trying to make a tipple do merely what it was designed to do, when the builder tied everything up in such a constricted space, that no room was left to get the results he must have. Perhaps some of the things will look too expensive. Don't say that you can't afford them. Many of them you can't afford to do without, and when you figure that a tipple is put up for possibly twenty years of operation, you can't afford to omit any reasonable precaution not only in taking care of the present, but in foreseeing the future. We will consider a tripple screening plant, suitable for Western conditions, capable of handling approximately 2,500 tons per eight hours. The largest screen sizes must be loaded into either open cars or box cars, and arrangement provided for screening and loading not less than five sizes of coal: lump, egg, nut, slack, dust, or any reasonable combination of these. As we are considering only the preparation of the coal, we will omit all consideration of the method of haulage, pit cars, methods of dumping, and will take the coal after it is in the dump hopper. The track arrangement will frequently be determined by the ground layout. Our sizes and tonnage can be loaded on three tracks, but four tracks are better. The two outer tracks should be left for loading lump coal, No. 3 track should be left for egg coal, and No. 4 track for loading nut, slack and dust. Where a fifth track can be provided, No. 5 track should be held open only for run-of-mine coal, to act as a storage where emergency coal can, be run, should there be any delay in the screening equipment or in changing cars. Track No. I should be used for loading lump coal into box cars only. Track No. 2 should be used for loading lump coal into open cars only, and may or may not be provided with picking table, loading boom, or both. Where picking is necessary, a picking table can frequently be put between the two "lump tracks, heading down track, pivoted at one end, so it may be raised or lowered to feed either open or box cars; with

Jan 1, 1921

PRESIDENT LITTLEJOHN: Gentlemen, you have heard Mr. Dyer's paper. The meeting is now open for discussion. MR. NORMAN: I would like to ask the gentleman what is the distance between your crosscuts for the ventilation of rooms and entries in the state of Utah?

Jan 1, 1925