FREE BOOKS

Author's List




PREV.   NEXT  
|<   100   101   102   103   104   105   106   107   108   109   110   111   112   113   114   115   116   117   118   119   120   121   122   123   124  
125   126   127   128   129   130   131   132   133   134   135   136   137   138   139   140   141   142   143   144   145   146   147   148   149   >>   >|  
deg. this trough, laid on the foot-wall, gives a sufficiently smooth surface for the ore to run upon. When the dip is flat, the trough, if hung from plugs in the hanging-wall, may be swung backward and forward. The use of this "bumping-trough" saves much shoveling. For handling filling or ore in flat runs it deserves wider adoption. It is, of course, inapplicable in passes as a "bumping-trough," but can be fixed to give smooth surface. In flat mines it permits a wider interval between levels and therefore saves development work. The life of this contrivance is short when used in open stopes, owing to the dangers of bombardment from blasting. In dips steeper than 50 deg. much of the shoveling into passes can be saved by rill-stoping, as described on page 100. Where flat-backed stopes are used in wide ore-bodies with filling, temporary tracks laid on the filling to the ore-passes are useful, for they permit wider intervals between passes. In that underground engineer's paradise, the Witwatersrand, where the stopes require neither timber nor filling, the long, moderately pitched openings lend themselves particularly to the swinging iron troughs, and even endless wire ropes have been found advantageous in certain cases. Where the roof is heavy and close support is required, and where the deposits are very irregular in shape and dip, there is little hope of mechanical assistance in stope transport. CHAPTER XIII. Mechanical Equipment. (_Continued_). DRAINAGE: CONTROLLING FACTORS; VOLUME AND HEAD OF WATER; FLEXIBILITY; RELIABILITY; POWER CONDITIONS; MECHANICAL EFFICIENCY; CAPITAL OUTLAY. SYSTEMS OF DRAINAGE,--STEAM PUMPS, COMPRESSED-AIR PUMPS, ELECTRICAL PUMPS, ROD-DRIVEN PUMPS, BAILING; COMPARATIVE VALUE OF VARIOUS SYSTEMS. With the exception of drainage tunnels--more fully described in Chapter VIII--all drainage must be mechanical. As the bulk of mine water usually lies near the surface, saving in pumping can sometimes be effected by leaving a complete pillar of ore under some of the upper levels. In many deposits, however, the ore has too many channels to render this of much avail. There are six factors which enter into a determination of mechanical drainage systems for metal mines:-- 1. Volume and head of water. 2. Flexibility to fluctuation in volume and head. 3. Reliability. 4. Capital cost. 5. The general power conditions. 6. Mechanical efficiency. In the drainage appliance
PREV.   NEXT  
|<   100   101   102   103   104   105   106   107   108   109   110   111   112   113   114   115   116   117   118   119   120   121   122   123   124  
125   126   127   128   129   130   131   132   133   134   135   136   137   138   139   140   141   142   143   144   145   146   147   148   149   >>   >|  



Top keywords:
trough
 

drainage

 

filling

 
passes
 

stopes

 

surface

 

mechanical

 

levels

 
smooth
 
SYSTEMS

DRAINAGE

 

Mechanical

 

shoveling

 

bumping

 

deposits

 

tunnels

 

ELECTRICAL

 

Chapter

 

COMPARATIVE

 
VARIOUS

exception
 

BAILING

 
DRIVEN
 

CAPITAL

 

VOLUME

 

FACTORS

 

transport

 
CHAPTER
 
Equipment
 

Continued


CONTROLLING
 

FLEXIBILITY

 

OUTLAY

 

COMPRESSED

 

EFFICIENCY

 

MECHANICAL

 

RELIABILITY

 

CONDITIONS

 

assistance

 

Volume


Flexibility

 

fluctuation

 

volume

 
determination
 

systems

 

Reliability

 

conditions

 

efficiency

 

appliance

 

general