Produced by Jon Niehof, Don Kretz, Juliet Sutherland, Charles Franks
and the DP Team





[Illustration]




SCIENTIFIC AMERICAN SUPPLEMENT NO. 446




NEW YORK, JULY 19, 1884

Scientific American Supplement. Vol. XVIII, No. 446.

Scientific American established 1845

Scientific American Supplement, $5 a year.

Scientific American and Supplement, $7 a year.


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TABLE OF CONTENTS

I.    CHEMISTRY.--Tin in Canned Foods.--By Prof. ATTFIELU.--Small
      amount of tin found.--Whence come these small particles.--No
      cause for alarm.

II.   ENGINEERING AND MECHANICS.--The Windmill.--By JAMES
      W. HILL.--The Eclipse wind.--Other wind mills.--Their operation,
      use, etc.

      The Pneumatic Dynamite Gun.--With engraving of pneumatic
      dynamite gun torpedo vessel.

      Rope Pulley Friction Brake.--3 figures.

      Wire Rope Towage.--Treating of the system of towage by hauling
      in a submerged wire rope as used on the River Rhine, boats
      employed, etc.--With engraving of wire rope tug boat.

      Improved Hay Rope Machine.--With engraving.

      The Anglesea Bridge, Cork.--With engraving.

      Portable Railways.--By M DECAUVILLE.--Narrow gauge roads
      in Great Britain.--M. Decauvilie's system.--Railways used at the
      Panama Canal, in Tunis, etc.

III.  TECHNOLOGY.--Improved Pneumatic Filtering Presses, and the
      Processes in which they are employed.--2 engravings.

      Pneumatic Malting.

      A New Form of Gas Washer.--Manner in which it is used.--By
      A. BANDSEPT.--2 figures.

IV.   ELECTRICITY, HEAT, ETC.--Gerard's Alternating Current
      Machine.--2 engravings.

      Automatic Fast Speed Telegraphy.--By THEO. F. TAYLOR.--Speed
      determined by resistance and static capacity.--Experiments
      Taylor's system.--With diagram.

      Theory of the Action of the Carbon Microphone.--What is it?
      --2 figures.

      The Dembinski Telephone Transmitter.--3 figures.

      New Gas Lighters.--Electric lighters.--3 engravings.

      Distribution of Heat which is developed by Forging.

V.    ARCHITECTURE, ART. ETC.--Villa at Dorking.--An engraving.

      Arm Chair in the Louvre Collection.

VI.   GEOLOGY.--The Deposition of Ores.--By J.S. NEWBERRY.--Mineral
      Veins.--Bedded veins.--Theories of ore deposit.--Leaching
      of igneous rocks.

VII.  NATURAL HISTORY, ETC.--Habits of Burrowing Crayfishes
      in the U.S.--Form and size of the burrows and mounds.--Obtaining
      food.--Other species of crayfish.--3 figures.

      Our Servants, the Microbes.--What is a microbe?--Multiplication.
      --Formation of spores.--How they live.--Different groups
      of bacteria.--Their services.

VIII. HORTICULTURE.--A New Stove Climber.--_(Ipomæa thomsoniana)_

      Sprouting of Palm Seeds.

      History of Wheat.

IX.   MISCELLANEOUS.--Technical Education in America.--Branches
      of study most prominent in schools of different States.

      The Anæsthetics of Jugglers.--Fakirs of the Indies.--Processes
      employed by them.--Anæsthetic plants.

      Epitaphium Chymicum.--An epitaph written by Dr. GODFREY.

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IMPROVED FILTER PRESSES.


Hitherto it has been found that of all the appliances and methods for
separating the liquid from the solid matters, whether it is in the case
of effluents from tanneries and other manufactories, or the ocherous and
muddy sludges taken from the settling tanks in mines, some of which
contain from 90 to 95 per cent. of water, the filter press is the best
and the most economical, and it is to this particular process that
Messrs. Johnson's exhibits at the Health Exhibition, London, chiefly
relate. Our engravings are from _The Engineer_. A filter press consists
of a number of narrow cells of cast iron, shown in Figs. 3 and 4, held
together in a suitable frame, the interior frames being provided with
drainage surfaces communicating with outlets at the bottom, and covered
with a filtering medium, which is generally cloth or paper. The interior
of the cells so built up are in direct communication with each other, or
with a common channel for the introduction of the matter to be filtered,
and as the only exit is through the cloth or paper, the solid portion is
kept back while the liquid passes through and escapes by the drainage
surfaces to the outlets. The cells are subjected to pressure, which
increases as the operation goes on, from the growing resistance offered
by the increasing deposit of solid matter on the cloths; and it is
therefore necessary that they should be provided with a jointing strip
around the outside, and be pressed together sufficiently to prevent any
escape of liquid. In ordinary working both sides of the cell are exposed
to the same pressure, but in some cases the feed passages become choked,
and destroy the equilibrium. This, in the earlier machines, gave rise to
considerable annoyance, as the diaphragms, being thin, readily collapsed
at even moderate pressures; but recently all trouble on this head has
been obviated by introducing the three projections near the center, as
shown in the cuts, which bear upon each other and form a series of stays
from one end of the cells to the other, supporting the plates until the
obstruction is forced away. We give an illustration below showing the
arrangement of a pair of filter presses with pneumatic pressure
apparatus, which has been successfully applied for dealing with sludge
containing a large amount of fibrous matter and rubbish, which could not
be conveniently treated with by pumps in the ordinary way. The sludge is
allowed to gravitate into wrought iron receivers placed below the floor,
and of sufficient size to receive one charge. From these vessels it is
forced into the presses by means of air compressed to from 100 lb. to
120 lb. per square inch, the air being supplied by the horizontal pump
shown in the engraving. The press is thus almost instantaneously filled,
and the whole operation is completed in about an hour, the result being
a hard pressed cake containing about 45 per cent. of water, which can be
easily handled and disposed of as required. The same arrangement is in
use for dealing with sewage sludge, and the advantages of the compressed
air system over the ordinary pumps, as well as the ready and cleanly
method of separating the liquid, will probably commend itself to many of
our readers. We understand that from careful experiments on a large
scale, extending over a period of two years, the cost of filtration,
including all expenses, has been found to be not more than about 6d. per
ton of wet sludge. A number of specimens of waste liquors from factories
with the residual matters pressed into cakes, and also of the purified
effluents, are exhibited. These will prove of interest to many, all the
more so since in some instances the waste products are converted into
materials of value, which, it is stated, will more than repay for the
outlay incurred.

[Illustration: Fig. 3. Fig 4.]

Another application of the filter press is in the Porter-Clark process
of softening water, which is shown in operation. We may briefly state
that the chief object is to precipitate the bicarbonates of lime and
magnesia held in solution by the water, and so get rid of what is known
as the temporary hardness. To accomplish this, strong lime water is
introduced in a clear state to the water to be softened, the quantity
being regulated according to the amount of bicarbonates in solution. The
immediate effect of this is that a proportion of the carbonic acid of
the latter combines with the invisible lime of the clear lime water,
forming a chalky precipitate, while the loss of this proportion of
carbonic acid also reduces the invisible bicarbonates into visible
carbonates. The precipitates thus formed are in the state of an
impalpable powder, and in the original Clark process many hours were
required for their subsidence in large settling tanks, which had to be
in duplicate in order to permit of continuous working. By Mr. Porter's
process, however, this is obviated by the use of filter presses, through
which the chalky water is passed, the precipitate being left behind,
while, by means of a special arrangement of cells, the softened and
purified water is discharged under pressure to the service tanks. Large
quantities can thus be dealt with, within small space, and in many cases
no pumping is required, as the resistance of the filtering medium being
small, the ordinary pressure in the main is but little reduced. One of
the apparatus exhibited is designed for use in private mansions, and
will soften and filter 750 gallons a day. In such a case, where it would
probably be inconvenient to apply the usual agitating machinery, special
arrangements have been made by which all the milk of lime for a day's
working is made at one time in a special vessel agitated by hand, on the
evening previous to the day on which it is to be used. Time is thus
given for the particles of lime to settle during the night. The clear
lime water is introduced into the mixing vessel by means of a charge of
air compressed in the top of a receiver, by the action of water from the
main, the air being admitted to the milk of lime vessel through a
suitable regulating valve. A very small filter suffices for removing the
precipitate, and the clear, softened water can either be used at once,
or stored in the usual way. The advantages which would accrue to the
community at large from the general adoption of some cheap method of
reducing the hardness of water are too well known to need much comment
from us.

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PNEUMATIC MALTING.


According to K. Lintner, the worst features of the present system of
malting are the inequalities of water and temperature in the heaps and
the irregular supplies of oxygen to, and removal of carbonic acid from,
the germinating grain. The importance of the last two points is
demonstrated by the facts that, when oxygen is cut off, alcoholic
fermentation--giving rise to the well-known odor of apples--sets in in
the cells, and that in an atmosphere with 20 per cent. of carbonic acid,
germination ceases. The open pneumatic system, which consists in drawing
warm air through the heaps spread on a perforated floor, should yield
better results. All the processes are thoroughly controlled by the eye
and by the thermometer, great cleanliness is possible, and the space
requisite is only one-third of that required on the old plan. Since May,
1882, this method has been successfully worked at Puntigam, where plant
has been established sufficient for an annual output of 7,000 qrs. of
malt. The closed pneumatic system labors under the disadvantages that
from the form of the apparatus germination cannot be thoroughly
controlled, and cleanliness is very difficult to maintain, while the
supply of oxygen is, as a rule, more irregular than with the open
floors.

[Illustration: IMPROVED PNEUMATIC FILTERING PRESSES.]

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A NEW FORM OF GAS WASHER.

By A. BANDSEPT, of Brussels.


The washer is an appliance intended to condense and clean gas, which, on
leaving the hydraulic main, holds in suspension a great many properties
that are injurious to its illuminating power, and cannot, if retained,
be turned to profitable account. This cleaning process is not difficult
to carry out effectually; and most of the appliances invented for the
purpose would be highly efficacious if they did not in other respects
present certain very serious inconveniences. The passage of the gas
through a column of cold water is, of course, sufficient to condense it,
and clear it of these injurious properties; but this operation has for
its immediate effect the presentation of an obstacle to the flow of the
gas, and consequently augmentation of pressure in the retorts. In order
to obviate this inconvenience (which exists notwithstanding the use of
the best washers), exhausters are employed to draw the gas from the
retorts and force it into the washers. There is, however, another
inconvenience which can only be remedied by the use of a second
exhauster, viz., the loss of pressure after the passage of the gas
through the washer--a loss resulting from the obstacle presented by this
appliance to the steady flow of the gas. Now as, in the course of its
passage through the remaining apparatus, on its way to the holder, the
gas will have to suffer a considerable loss of pressure, it is of the
greatest importance that the washer should deprive it of as little as
possible. It will be obvious, therefore, that a washer which fulfills
the best conditions as far as regards the cleaning of the gas will be
absolutely perfect if it does not present any impediment to its flow.
Such an appliance is that which is shown in the illustration on next
page. Its object is, while allowing for the washing being as vigorous
and as long-continued as may be desired, to draw the gas out of the
retorts, and, having cleansed it perfectly from its deleterious
properties, to force it onward. The apparatus consequently supplies the
place of the exhauster and the scrubber.

The new washer consists of a rectangular box of cast iron, having a
half-cylindrical cover, in the upper part of which is fixed a pipe to
carry off the gas. In the box there is placed horizontally a turbine,
the hollow axis of which serves for the conveyance of the gas into the
vessel. For this purpose the axis is perforated with a number of small
holes, some of which are tapped, so as to allow of there being screwed
on to the axis, and perpendicularly thereto, a series of brooms made of
dog grass, and having their handles threaded for the purpose. These
brooms are arranged in such a way as not to encounter too great
resistance from contact with the water contained in the vessel, and so
that the water cast up by them shall not be all thrown in the same
direction. To obviate these inconveniences they are fixed obliquely to
the axis of the central pipe, and are differently arranged in regard to
each other. A more symmetrical disposition of them could, however, be
adopted by placing them zigzag, or in such a way as to form two helices,
one of which would move in a particular direction, and the other in a
different way. The central pipe, furnished with its brooms, being set in
motion by means of a pulley fixed upon its axis (which also carries a
flywheel), the gas, drawn in at the center, and escaping by the holes
made in the pipe, is forced to the circumference of the vessel, where it
passes out.

The effect of this washer is first, to break up the current of gas, and
then force it violently into the water; at the same time sending into it
the spray of water thrown up by the brooms. This double operation is
constantly going on, so that the gas, having been saturated by the
transfusion into it of a vigorous shower of water (into the bulk of
which it is subsequently immersed), is forced, on leaving the water, to
again undergo similar treatment. The same quantity of gas is therefore
several times submitted to the washing process, till at length it finds
its way to the outlet, and makes its escape. The extent to which the
washing of the gas is carried is, consequently, only limited by the
speed of the apparatus, or rather by the ratio of the speed to the
initial pressure of the gas. This limit being determined, the operation
may be continued indefinitely, by making the gas pass into several
washers in succession. There is, therefore, no reason why the gas should
not, after undergoing this treatment, be absolutely freed of all those
properties which are susceptible of removal by water. In fact, all that
is requisite is to increase the dimensions of the vessel, so as to
compel the gas to remain longer therein, and thus cause it to undergo
more frequently the operation of washing. These dimensions being fixed
within reasonable limits, if the gas is not sufficiently washed, the
speed of the apparatus may be increased; and the degree of washing will
be thereby augmented. If this does not suffice, the number of turbines
may be increased, and the gas passed from one to the other until the gas
is perfectly clean. This series of operations would, however, with any
kind of washer, result in thoroughly cleansing the gas. The only thing
that makes such a process practically impossible is the very
considerable or it may be even total loss of pressure which it entails.
By the new system, the loss of pressure is _nil_, inasmuch as each
turbine becomes in reality an exhauster. The gas, entering the washer at
the axis, is drawn to the circumference by the rotatory motion of the
brooms, which thus form a ventilator. It follows, therefore, that on
leaving the vessel the gas will have a greater pressure than it had on
entering it; and this increase of pressure may be augmented to any
desired extent by altering the speed of rotation of the axis, precisely
as in the case of an exhauster.

Forcing the gas violently into water, and at the same time dividing the
current, is evidently the most simple, rational, and efficient method of
washing, especially when this operation is effected by brooms fixed on a
shaft and rotated with great speed. Therefore, if there had not been
this loss of pressure to deal with--a fatal consequence of every violent
operation--the question of perfect washing would probably have been
solved long ago. The invention which I have now submitted consists of an
arrangement which enables all loss of pressure to be avoided, inasmuch
as it furnishes the apparatus with the greatest number of valuable
qualities, whether regarded from the point of view of washing or that of
condensation.

[Illustration: Longitudinal Section. Elevation. Transverse Section.]

Referring to the illustration, the gas enters the washer by the pipe, A,
which terminates in the form of a [Symbol: inverted T]. One end (a) of
this pipe is bolted to the center of one of the sides of the cylindrical
portion of the case, in which there is a hole of similar diameter to the
pipe; the other (a') being formed by the face-plate of a stuffing-box,
B, through which passes the central shaft, C, supported by the
plummer-block, D, as shown. This shaft has upon its opposite end a plate
perforated with holes, E, which is fixed upon the flange of a horizontal
pipe, F. This pipe is closed at the other end by means of a plate, E',
furnished with a spindle, supported by a stuffing-box, B', and carrying
a fly-wheel, G. The central pipe, F, is perforated with a number of
small holes. The gas entering by the pipe, A, makes its way into the
central pipe through the openings in the plate, E, and passes into the
cylindrical case through the small holes in the central pipe, which
carries the brooms, H. These are caused to rotate rapidly by means of
the pulley, I; and thus a constant shower of water is projected into the
cylindrical case. When the gas has been several times subjected to the
washing process, it passes off by the pipe, K. Fresh cold water is
supplied to the vessel by the pipe, L; and M is the outlet for the
tar.--_Journal of Gas Lighting_.

       *       *       *       *       *




THE WIND MILL.

[Footnote: A paper read before the Engineers' Club of St. Louis, 1884.]

By JAMES W. HILL.


In the history of the world the utilization of the wind as a motive
power antedates the use of both water and steam for the same purpose.

The advent of steam caused a cessation in the progress of wind power,
and it was comparatively neglected for many years. But more recently
attention has been again drawn to it, with the result of developing
improvements, so that it is now utilized in many ways.

The need in the West of a motive power where water power is rare and
fuel expensive has done much to develop and perfect wind mills.

Wind mills, as at present constructed in this country, are of recent
date.

The mill known as the "Eclipse" was the first mill of its class built.
It is known as the "solid-wheel, self-regulating pattern," and was
invented about seventeen years ago. The wind wheel is of the rosette
type, built without any joints, which gives it the name "solid wheel,"
in contradistinction to wheels made with loose sections or fans hinged
to the arms or spokes, and known as "section wheel mills."

The regulation of the Eclipse mill is accomplished by the use of a small
adjustable side vane, flexible or hinged rudder vane, and weighted
lever, as shown in Plate 1 (on the larger sizes of mills iron balls
attached to a chain are used in place of the weighted lever). The side
vane and weight on lever being adjustable, can be set to run the mill at
any desired speed.

Now you will observe from the model that the action of the governing
mechanism is automatic. As the velocity of the wind increases, the
pressure on the side vane tends to carry the wind wheel around edgewise
to the wind and parallel to the rudder vane, thereby changing the angle
and reducing the area exposed to the wind; at the same time the lever,
with adjustable weight attached, swings from a vertical toward a
horizontal position, the resistance increasing as it moves toward the
latter position. This acts as a counterbalance of varying resistance
against the pressure of the wind on the side vane, and holds the mill at
an angle to the plane of the wind, insuring thereby the number of
revolutions per minute required, according to the position to which the
governing mechanism has been set or adjusted.

If the velocity of the wind is such that the pressure on the side vane
overcomes the resistance of the counter weight, then the side vane is
carried around parallel with the rudder vane, presenting only the edge
of the wind wheel or ends of the fans to the wind, when the mill stops
running.

This type of mill presents more effective wind receiving or working
surface when in the wind, and less surface exposed to storms when out of
the wind, than any other type of mill. It is at all times under the
control of an operator on the ground.

A 22-foot Eclipse mill presents 352 square feet of wind receiving and
working surface in the wind, and only 9½ square feet of wind resisting
surface when out of the wind.

Solid-wheel mills are superseding all others in this country, and are
being exported largely to all parts of the world, in sizes from 10 to 30
feet in diameter. Many of these mills have withstood storms without
injury, where substantial buildings in the immediate vicinity have been
badly damaged. I will refer to some results accomplished with pumping
mills:

In the spring of 1881 there was erected for Arkansas City, Kansas, a
14-foot diameter pumping wind mill; a 32,000-gallon water tank, resting
on a stone substructure 15 feet high, the ground on which it stands
being 4 feet higher than the main street of the town. One thousand four
hundred feet of 4-inch wood pipe was used for mains, with 1,200 feet of
1½-inch wrought iron pipe. Three 3-inch fire hydrants were placed on the
main street. The wind mill was located 1,100 feet from the tank, and
forced the water this distance, elevating it 50 feet. We estimate that
this mill is pumping from 18,000 to 20,000 gallons of water every
twenty-four hours. We learned that these works have saved two buildings
from burning, and that the water is being used for sprinkling the
streets, and being furnished to consumers at the following rates per
annum: Private houses, $5; stores, $5; hotels, $10; livery stables, $15.
At these very low rates, the city has an income of $300 per annum. The
approximate cost of the works was $2,000. This gives 15 per cent.
interest on the investment, not deducting anything for repairs or
maintenance, which has not cost $5 per annum so far.

[Illustration: Plate 2. THE ECLIPSE WIND MILL.]

In June, 1883, a wind water works system was erected for the city of
McPherson, Kansas, consisting of a 22-foot diameter wind mill on a
75-foot tower, which pumps the water out of a well 80 feet deep, and
delivers it into a 60,000-gallon tank resting on a substructure 43 feet
above the ground. Sixteen hundred feet of 6-inch and 300 feet of 4-inch
cast iron pipe furnish the means of distribution; eight 2½-inch double
discharge fire hydrants were located on the principal streets. A gate
valve was placed in the 6-inch main close to the elbow on lower end of
the down pipe from the tank. This pipe is attached to the bottom of the
tank; another pipe was run up through the bottom of tank 9 feet (the
tank being 18 feet deep), and carried down to a connection with the main
pipe just outside the gate valve. The operation of this arrangement is
as follows:

The gate valve being closed, the water cannot be drawn below the 9-foot
level in tank, which leaves about 35,000 gallons in store for fire
protection, and is at once available by opening the gate valve referred
to. The tank rests on ground about 5 feet above the main streets, which
gives a head of 57 feet when the tank is half full. The distance from
tank to the farthest hydrant being so short, they get the pressure due
to this head at the hydrant, when playing 2-inch, or 1-1/8-inch streams,
with short lines of 2½-inch hose; this gives fair fire streams for a
town with few if any buildings over two stories high. It is estimated
that this mill is pumping from 30,000 to 38,000 gallons on an average
every twenty-four hours. There is an automatic device attached to this
mill, which stops it when the tank is full, but as soon as the water in
the tank is lowered, it goes to pumping again. The cost of these works
complete to the city was a trifle over $6,000.

In November last a wind mill 18 feet in diameter was erected over a coal
mine at Richmond, in this State. The conditions were as follows:

The mine produces 11,000 gallons of water every twenty-four hours. The
sump holds 11,000 gallons. Two entries that can be dammed up give a
storage of 16,500 gallons, making a total storage capacity of 27,500
gallons. It takes sixty hours for the mine to produce this quantity of
water, which allows for days that the wind does not blow. The average
elevation that the water has to be raised is 65 feet, measuring from
center of sump to point of delivery. A record of ninety days shows that
this mill has kept the mine free from water with the exception of 6,000
gallons, which was raised in the boxes that the coal is raised in. The
location is not good for a wind mill, as it stands in a narrow ravine or
valley a short distance from its mouth, which terminates at the bottom
lands of the Missouri River. This, taken in connection with the fact
that the grit in the water cuts the pump plunger packing so fast that in
a short time the pump will not work up to its capacity, accounts for the
apparent small amount of power developed by this mill.

There has been some discussion of late in regard to the horse power of
wind mills, one party claiming that they were capable of doing large
amounts of grinding and showing a development of power that was
surprising to the average person unacquainted with wind mills, while the
other party has maintained that they were not capable of developing any
great amount of power, and has cited their performance in pumping water
to sustain his argument. My experience has has led me to the conclusion
that pumping water with a wind mill is not a fair test of the power that
it is capable of developing, for the following reasons:

A pumping wind mill is ordinarily attached to a pump of suitable size to
allow the mill to run at a mean speed in an 8 to 10 mile wind. Now, if
the wind increases to a velocity of 16 to 20 miles per hour, the mill
will run up to its maximum speed and the governor will begin to act,
shortening sail before the wind attains this velocity. Therefore, by a
very liberal estimate, the pump will not throw more than double the
quantity that it did in the 8 to 10 mile wind, while the power of the
mill has quadrupled, and is capable of running at least two pumps as
large as the one to which it is attached. As the velocity of the wind
increases, this same proportion of difference in power developed to work
done holds good.

St. Louis is not considered a very windy place, therefore the following
table may be a surprise to some. This table was compiled from the
complete record of the year 1881, as recorded by the anemometer of the
United States Signal Office on the Mutual Life Insurance Building,
corner of Sixth and Locust streets, this city. It gives the number of
hours each month that the wind blew at each velocity, from 6 to 20 miles
per hour during the year; also the maximum velocity attained each month.

_Complete Wind Record at St. Louis for the Year 1881._

_______________________________________________________________________________
      |No.    |No.    |No.    |No.    |No.    |No.    |No.    |No.    |
      |hours  |hours  |hours  |hours  |hours  |hours  |hours  |hours  |Maximum
      |wind   |wind   |wind   |wind   |wind   |wind   |wind   |wind   |velocity
YEAR  |blew 6 |blew 8 |blew 10|blew 12|blew 14|blew 16|blew 18|blew 20|during
1881. |miles  |miles  |miles  |miles  |miles  |miles  |miles  |miles  |each
MONTHS|or over|or over|or over|or over|or over|or over|or over|or over|month.
______|_______|_______|_______|_______|_______|_______|_______|_______|____
      |H.   M.|H.   M.|H.   M.|H.   M.|H.   M.|H.   M.| H.  M.| H.  M.|
Jan.  | 545 45| 429 45| 289 00| 198 15| 131 30|  87 15|  56 00|  38 45| 31
Feb.  | 619 30| 533 15| 449 15| 374 15| 287 00| 207 15| 151 15| 110 30| 32
March.| 604 15| 534 30| 449 45| 368 45| 296 30| 243 45| 191 00| 158 45| 37
April.| 577 15| 468 45| 342 45| 359 30| 175 00| 121 00|  62 45|  36 00| 28
May.  | 553 00| 375 00| 226 15| 138 00|  74 45|  42 30|  23 45|  11 30| 31
June. | 614 15| 463 45| 303 30| 215 15| 123 45|  76 30|  29 45|  17 45| 32
July. | 556 45| 378 00| 228 15| 136 15|  55 30|  22 30|   6 00|   2 30| 22
Aug.  | 536 30| 345 00| 176 00|  80 30|  35 45|  22 15|  17 15|  15 00| 34
Sept. | 564 15| 445 45| 326 45| 224 45| 145 30|  96 45|  70 00|  46 45| 30
Oct.  | 617 30| 501 45| 368 45| 363 00| 170 00|  93 45|  40 30|  27 45| 27
Nov.  | 642 45| 537 30| 428 45| 328 30| 226 00| 151 45| 100 30|  74 00| 30
Dec.  | 592 15| 516 30| 390 00| 308 45| 224 45| 167 45| 110 45|  67 00| 30
------+-------+-------+-------+-------+-------+-------+-------+-------+-----
Totals|7,024  |5,529  |3,981  |2,995  |1,946  |1,335  | 868   | 606   | --
      |     00|     30|     00|     45|     00|     00|     30|     15|
Max.  |       |       |       |       |       |       |       |       |
for   | ----- | ----- | ----- | ----- | ----- | ----- | ----- | ----- | 37
year  |       |       |       |       |       |       |       |       |
______|_______|_______|_______|_______|_______|_______|_______|_______|____

The location of a mill has a great deal to do with the results attained.
Having had charge of the erection of a large number of these mills for
power purposes, I will refer to a few of them in different States,
giving the actual results accomplished, and leaving you to form your own
opinion as to the power developed.

In 1877 a 25-foot diameter mill was erected at Dover, Kansas, a few
miles southwest of Topeka. It was built to do custom flour and feed
grinding, also corn shelling, and is in successful operation at the
present time. We have letters frequently from the owner; one of recent
date states that it has stood all of the "Kansas zephyrs," never having
been damaged as yet. On an average it shells and grinds from 6 to 10
bushels of corn per hour, and runs a 14 inch burr stone, grinding wheat
at the same time. During strong winds it has shelled and ground as high
as 30 bushels of corn per hour. Plate 2 is from a photograph of this
mill and building as it stands. One bevel pinion is all the repairs this
mill has required.

In the spring of 1880 there was erected a 25-foot diameter mill at
Harvard, Clay County, Neb. After this mill had been running nineteen
months, we received the following report from the owner:

"During the nineteen months we have been running the wind mill, it has
cost us nothing for repairs. We run it with a two-hole corn sheller, a
set of 16-inch burr stones, and an elevator. We grind all kinds of feed,
also corn meal and Graham flour. We have ground 8,340 bushels, and would
have ground much more if corn had not been a very poor crop here for the
past two seasons; besides, we have our farm to attend to, and cannot
keep it running all the time that we have wind. We have not run a full
day at any time, but have ground 125 bushels in a day. When the burr is
in good shape we can grind 20 bushels an hour, and shell at the same
time in the average winds that we have. The mill has withstood storms
without number, even one that blew down a house near it, and another
that blew down many smaller mills. It is one of the best investments any
one can make."

The writer saw this mill about sixty days ago, and it is in good shape,
and doing the work as stated. The only repairs that it has required
during four years was one bevel pinion put on this spring.

The owner of a 16-foot diameter mill, erected at Blue Springs. Neb.,
says that "with a fair wind it grinds easily 15 bushels of corn per hour
with a No. 3 grinder, also runs a corn-sheller and pump at the same
time, and that it works smoothly and is entirely self-regulating."

The No. 3 grinder referred to has chilled iron burrs, and requires from
3 to 4 horse-power to grind 15 bushels of corn per hour. Of one of these
16-foot mills that has been running since 1875 in Northern Illinois, the
owner writes: "In windy days I saw cord-wood as fast as the wood can be
handled, doing more work than I used to accomplish with five horses."

The owner of one of these mills, 20 feet in diameter, running in the
southwestern part of this State, writes that he has a corn-sheller and
two iron grinding mills with 8-inch burrs attached to it; also a bolting
device; that this mill is more profitable to him than 80 acres of good
corn land, and that it is easily handled and has never been out of
order. The following report on one of these 16-foot mills, running in
northern Illinois, may be of interest: This mill stands between the
house and barn. A connection is made to a pump in a well-house 25 feet
distant, and is also arranged to operate a churn and washing machine. By
means of sheaves and wire cable, power is transmitted to a circular saw
35 feet distant. In this same manner power is transmitted to the barn
200 feet distant, where connection is made to a thrasher, corn-sheller,
feed-cutter, and fanning-mill. The corn-sheller is a three horse-power,
with fan and sacker attached. Three hundred bushels per day has been
shelled, cleaned, and sacked. The thrashing machine is a two horsepower
with vibrating attachment for separating straw from grain. One man has
thrashed 300 bushels of oats per day, and on windy days says the mill
would run a thrasher of double this capacity. The saw used is 18 inches
diameter, and on windy days saws as much wood as can be done by six
horses working on a sweep power. The owner furnishes the following
approximate cost of mill with the machinery attached and now in use on
his place:

  1 16-foot power wind mill, shafting, and tower.    $385
  1 Two horse thrasher.                                70
  1 Three horse sheller.                               38
  1 Feed grinder.                                      50
  1 18-inch saw, frame and arbor.                      40
  1 Fanning mill.                                      25
  1 Force pump.                                        27
  1 Churn.                                              5
  1 Washing machine.                                   15
  Belting, cables, and pulleys.                        45
                                                     ----
                                       Total.        $700

The following facts and figures furnished by the owner will give a fair
idea of the economic value of this system, as compared with the usual
methods of doing the same work. On the farm where it is used, there are
raised annually an average of sixty acres of oats, fifty acres of corn,
twenty acres of rye, ten acres of buckwheat.

                                                   Bushels.
  The oats average, say 30 bushels per acre.        1,800
  Corn        "         30    "        "            1,500
  Rye         "         20    "        "              400
  Buckwheat   "         20    "        "              200
  Grinding for self and others.                     1,000

  It will cost to thrash this grain, shell the corn, and
    grind the feed with steam power.                 $285
  And sawing wood, 12½ cords.                          18
  Pumping, one hour per day, 365 days.                 36
  Churning, half hour per day, 200 days.               10
  Washing, half day per week, 26 days.                 26
                                                     ----
                                     Total.          $375

This amount is saved, and more too, as one man, by the aid of the wind
mill, will do this work in connection with the chores of the farm, and
save enough in utilizing foul weather to more than offset his extra
labor, cost of oil, etc., for the machinery. The amount saved each year
is just about equal to the cost of a good man. Cost of outfit,
$700--just about equal to the cost of a good man for two years,
consequently, it will pay for itself in two years. Fifteen years is a
fair estimate for the lifetime of mill with ordinary repairs.

The solid-wheel wind mill has never been built larger than 30 feet in
diameter. For mills larger than this, the latest improved American mill
is the "Warwick" pattern.

A 30-foot mill of this pattern, erected in 1880, in northwestern Iowa,
gave the following results, as reported by the owner:

"Attachments as follows: One 22-inch burr; one No. 4 iron feed-mill; one
26-inch circular saw; one two-hole corn-sheller; one grain elevater; a
bolting apparatus for fine meal, buckwheat and graham, all of which are
run at the same time in good winds, except the saw or the iron mill;
they being run from the same pulley can run but one at a time. With all
attached and working up to their full capacity, the sails are often
thrown out of the wind by the governors, which shows an immense power.
The machines are so arranged that I can attach all or separately,
according to the wind. With the burr alone I have ground 500 bushels in
48 consecutive hours, 100 bushels of it being fine meal. I have also
ground 24 full bushels of fine meal for table use in two hours. This
last was my own, consequently was not tolled. This was before I bought
the iron mill, and now I can nearly double that amount. I saw my fire
wood for three fires; all my fence posts, etc. My wood is taken to the
mill from 12 to 15 feet long, and as large as the saw will cut by
turning the stick, consequently the saw requires about the same power as
the burrs. With a good sailing breeze I have all the power I need, and
can run all the machinery with ease. Last winter I ground double the
amount of any water mill in this vicinity. I have no better property
than the mill."

A 40-foot mill, erected at Fowler, Indiana, in 1881, is running the
following machinery:

"I have a universal wood worker, four side, one 34-inch planer, jig saw,
and lathe, also a No. 4 American grinder, and with a good, fair wind I
can run all the machines at one time. I can work about four days and
nights each week. It is easy to control in high winds."

A 60-foot diameter mill of similar pattern was erected in Steel County,
Minnesota, in 1867. The owner gives the following history of this mill:

"I have run this wind flouring mill since 1867 with excellent success.
It runs 3 sets of burrs, one 4 feet, one 3½ feet, and one 33 inches.
Also 2 smutters, 2 bolts, and all the necessary machinery to make the
mill complete. A 15-mile wind runs everything in good shape. One wind
wheel was broken by a tornado in 1870, and another in 1881 from same
cause. Aside from these two, which cost $250 each, and a month's lost
time, the power did not cost over $10 a year for repairs. In July, 1833,
a cyclone passed over this section, wrecking my will as well as
everything else in its track, and having (out of the profits of the wind
mill) purchased a large water and steam flouring mill here, I last fall
moved the wind mill out to Dakota, where I have it running in
first-class shape and doing a good business. The few tornado wrecks make
me think none the less of wind mills, as my water power has cost me four
times as much in 6 years as the wind power has in 16 years."

There are very few of these large mills in use in this country, but
there are a great many from 14 to 30 feet in diameter in use, and their
numbers are rapidly increasing as their merits become known. The field
for the use of wind mills is almost unlimited, and embraces pumping
water, drainage, irrigation, elevating, grinding, shelling, and cleaning
grain, ginning cotton, sawing wood, churning, running stamp mills, and
charging electrical accumulators. This last may be the solution of the
St. Louis gas question.

In the writer's opinion the settlement of the great tableland lying
between the Mississippi Valley and the Rocky Mountains, and extending
from the Gulf of Mexico to the Red River of the North, would be greatly
retarded, if not entirely impracticable, in large sections where no
water is found at less than 100 to 500 feet below the surface, if it
were not for the American wind mill; large cattle ranges without any
surface water have been made available by the use of wind mills. Water
pumped out of the ground remains about the same temperature during the
year, and is much better for cattle than surface water. It yet remains
in the future to determine what the wind mill will not do with the
improvements that are being made from to time.

       *       *       *       *       *




THE PNEUMATIC DYNAMITE GUN.


It is here shown as mounted on a torpedo launch and ready for action.
The shell or projectile is fired by compressed air, admitted from an air
reservoir underneath by a simple pressure of the gunner's finger over
the valve. The air passes up through the center of the base, the pipe
connecting with one of the hollow trunnions. The valve is a continuation
of the breech of the gun. The smaller cuts illustrate Lieutenant
Zalinski's plan for mounting the gun on each side of the launch, by
which plan the gun after being charged may have the breech containing
the dynamite depressed, and protected from shots of the enemy by its
complete immersion alongside the launch; and, if necessary, may be
discharged from this protected position. The gun is a seamless brass
tube of about forty feet in length, manipulated by the artillerist in
the manner of an ordinary cannon. Its noiseless discharge sends the
missile with great force, conveying the powerful explosive within it,
which is itself discharged internally upon contact with the deck of a
vessel or other object upon which it strikes, through the explosion of a
percussion fuse in the point of the projectile. A great degree of
accuracy has been obtained by the peculiar form of the projectile.

[Illustration: PNEUMATIC DYNAMITE GUN TORPEDO VESSEL.]

The projectile consists of a thin metal tube, into which the charge is
inserted, and a wooden sabot which closes it at the rear and flares out
until its diameter equals that of the bore of the gun. The forward end
of the tube is pointed with some soft material, in which is embedded the
firing pin, a conical cap closing the end. A cushion of air is
interposed at the rear end of the dynamite charge, to lessen the shock
of the discharge and prevent explosion, until the impact of the
projectile forces the firing pin in upon the dynamite and explodes it.
Many charges have been successfully fired at Fort Hamilton, N.Y. As the
center of gravity is forward of the center of figure in the projectile,
a side wind acting upon the lighter rear part would tend to turn the
head into the wind and thus keep it in the line of its trajectory. A
range of 1¼ miles has been attained with the two inch gun, with a
pressure of 420 lb. to the square inch, and one of three miles is hoped
for with the larger gun and a pressure of 2,000 lb.

       *       *       *       *       *




ROPE PULLEY FRICTION BRAKE.


A novel device in connection with rope pulley blocks is illustrated in
the annexed engravings, the object of the appliance being to render it
possible to leave a weight suspended from a block without making the
tail of the rope fast to some neighboring object. By this arrangement
the danger of the rope slipping loose is avoided, and absolute security
is attained, without the necessity of lowering the weight to the ground.
The device itself is a friction brake, constructed in the form of a clip
with holes in it for the three ropes to pass through. It is made to span
the block, and is secured partly by the pin or bolt upon which the
sheaves run, and partly by the bottom bolt, which unites the cheeks of
the block. Thus the brake is readily attachable to existing blocks. The
inner half of the clip or brake is fixed solidly to the block, while the
outer half is carried by two screws, geared together by spur-wheels, and
so cut that although rotating in opposite directions, their movements
are equal and similar. One of the screws carries a light rope-wheel, by
which it can be rotated, the motion being communicated to the second
screw by the toothed wheels. When the wheel is rotated in the right
direction the loose half of the clip is forced toward the other half,
and grips the ropes passing between the two so powerfully that any
weight the blocks are capable of lifting is instantly made secure, and
is held until the brake is released.

A light spiral spring is placed on each of the screws, in order to free
the brake from the rope the moment the pressure is released. The hand
rope has a turn and a half round the pulley, and this obviates the need
of holding both ends of it, and thus leaves one hand free to guide the
descending weight, or to hold the rope of the pulley blocks.
_Engineering_ says these brakes are very useful in raising heavy
weights, as the lift can be secured at each pull, allowing the men to
move hands for another pull, and as they are made very light they do not
cause any inconvenience in moving or carrying the blocks about.
Manufactured by Andrew Bell & Co., Manchester.

       *       *       *       *       *




WIRE ROPE TOWAGE.


We have from time to time given accounts in this journal of the system
of towage by hauling on a submerged wire rope, first experimented upon
by Baron O. De Mesnil and Mr. Max Eyth. On the river Rhine the system
has been for many years in successful operation; it has also been used
for several years on the Erie Canal in this State. We publish from
_Engineering_ a view of one of the wire rope tug boats of the latest
pattern adopted for use on the Rhine.

The Cologne Central Towing Company (Central Actien-Gesellschaft für
Tauerei und Schleppschifffahrt), by whom the wire rope towage on the
Rhine is now carried on, was formed in 1876, by an amalgamation of the
Rührorter und Mulheimer Dampfschleppshifffahrt Gesellschaft and the
Central Actien-Gesellschaft fur Tauerei, and in 1877 it owned eight wire
rope tugs (which it still owns) and seventeen paddle tugs. The company
so arranges its work that the wire rope tugs do the haulage up the rapid
portion of the Rhine, from Bonn to Bingen, while the paddle tugs are
employed on the quieter portion of the river extending from Rotterdam to
Bonn, and from Bingen to Mannheim.

[Illustration: ROPE PULLEY FRICTION BRAKE.]

The leading dimensions of the eight wire rope tugs now worked by the
company are as follows:

                             Tugs No. I. to     Tugs No. V. to
                                  IV.                VIII.
                            Meters.  ft. in.  Meters.   ft. in.
  Length between
  perpendiculars             39    = 126  0     42    = 137 10
  Length over all            42.75 = 140  3     45.75 = 150  1
  Extreme breadth             7.2  =  28  8      7.5  =  24  5
  Height of sides             2.38 =   7 11      2.38 =   7 11
  Depth of keel               0.12 =   0  5      0.15 =   0  6

All the boats are fitted with twin screws, 1.2 meters (3 feet 11¼
inches) in diameter, these being used on the downstream journey, and
also for assisting in steering while passing awkward places during the
journey up stream. They are also provided with water ballast tanks, and
under ordinary circumstances they have a draught of 1.3 to 1.4 meters (4
feet 3 inches to 4 feet 7 inches), this draught being necessary to give
proper immersion to the screws. When the water in the Rhine is very low,
however, the water ballast is pumped out and the tugs are then run with
a draught of 1 meter (3 feet 3 3/8 inches), it being thus possible to
keep them at work when all other towing steamers on the Rhine are
stopped. This happened in the spring of 1882.

Referring to our engraving, it will be seen that the wire rope rising
from the bed of the river passes first over a large guide pulley, the
axis of which is carried by a substantial wrought iron swinging bracket,
this bracket being so pivoted that while the pulley is free to swing
into the line on which the rope is approached by the vessel, yet the
rope on leaving the pulley is delivered in a line which is tangential to
a second guide pulley placed further aft and at a lower level. This last
named guide pulley does not swing, and from it the rope is delivered to
the clip drum, over which it passes. From the clip drum the rope passes
under a third guide pulley; this pulley swings on a bracket having a
vertical axis. This third pulley projects down below the keel of the tug
boat, so that the rope on leaving it can pass under the vessel without
fouling. Suitable recesses are formed in the side of the tug boat to
accommodate the swinging pulleys, while the bow of the boat is sloped
downward nearly to the water line, as shown, so as to allow of the
rising part of the rope swinging over it if necessary.

The hauling gear with which the tug is fitted consists of a pair of
condensing engines with cylinders 14.17 inches in diameter and 23.62
inches stroke, the crankshaft carrying a pinion which gears into a spur
wheel on an intermediate shaft, this shaft again carrying a pinion which
gears into a large spur wheel fixed on the shaft which carries the clip
drum. In the arrangement of hauling gear above described the ratio of
the gear is 1:8.44, in the case of tugs Nos. I. to IV.; while in tugs
Nos. V. to VIII. the proportion has been made 1:11.82. In tugs I. to IV.
the diameter of the clip drum is 2.743 meters (9 feet), while in the
remaining tugs it is 3.056 meters (10 feet).

From some interesting data which have been placed at our disposal by Mr.
Thomas Schwarz, the manager of the Central Actien-Gesellschaft fur
Tauerei und Schleppschifffahrt, we learn that in the tugs Nos. I. to IV.
the hauling machine develops on an average 150 indicated horse, while in
the tugs No. V. to VIII. the power developed averages 180 indicated
horse power. The tugs forming the first named group haul on an average
2,200 tons of cargo, contained in four wooden barges, at a speed of 4½
kilometers (2.8 miles) per hour, against a stream running at the rate of
6½ kilometers (4.05 miles) per hour, while the tugs Nos. V. to VIII.
will take a load of 2,600 tons of cargo in the same number of wooden
barges at the same speed and against the same current. In iron barges,
about one and a half times the quantity of useful load can be drawn by a
slightly less expenditure of power.

The average consumption of coal per hour is, for tugs Nos. I. to IV., 5
cwt, and for tugs Nos. V. to VIII., 6 cwt.; and of this fuel a small
fraction (about one-sixth) is consumed by the occasional working of the
screw propellers at sharp bends. The fuel consumption of the wire rope
tugs contrasts most favorably with that of the paddle and screw tugs
employed on the Rhine, the best paddle tugs (with compound engines,
patent wheels, etc.) burning three and a half times as much; the older
paddle tugs (with low pressure non-compound engines), four and a half
times as much; and the latest screw tugs, two and a half times as much
coal as the wire rope tugs when doing the same work under the same
circumstances. The screw tugs just mentioned have a draught of 2½ meters
(8 feet 2½ inches), and are fitted with engines of 560 indicated horse
power.

During the years 1879, 1880, and 1881, the company had in use fourteen
paddle tugs and ten eight-wire rope tugs, both classes being--owing to
the state of trade--about equally short of work. The results of the
working during these years were as follows:

  ================================================================
                  |       |  Freight   |  Cost of    | Degree
                  |       |  hauled    |  haulage in |   of
  Class of tugs.  | Year. |    in      |  pence per  | occupation.
                  |       | ton-miles. |  ton-mile.  |
  ----------------------------------------------------------------
  Paddle          | 1879  | 31,862,858 |   0.1272    |  0.686
    "             | 1880  | 31,467,422 |   0.1305    |  0.638
    "             | 1881  | 28,627,049 |   0.1245    |  0.537
  Wire Rope       | 1879  | 15,407,935 |   0.1167    |  0.614
     "            | 1880  | 17,289,706 |   0.1056    |  0.615
     "            | 1881  | 17,593,181 |   0.0893    |  0.536
  ================================================================

The last column in the above tabular statement, headed "Degree of
Occupation," may require some explanation. It is calculated on the
assumption that a tug could do 3,000 hours of work per annum, and this
is taken as the unit, the time of actual haulage being counted as full
time, and of stoppages as half time. The expenses included in the
statement of cost of haulage include all working expenses, repairs,
general management, and depreciation. The accounts for 1882, which are
not completely available at the time we are writing, show much better
results than above recorded, there being a considerable reduction of
cost, while the freight hauled amounted to a total of 54,921,965
ton-miles.

[Illustration: WIRE ROPE TUG BOAT, RIVER RHINE.]

As regards the wear of the rope, we may state that the relaying of the
first rope between St. Goar and Bingen was taken in hand in September,
1879, while that between Obercassel and Bingen was partially renewed the
same year, the renewal being completed in May, 1880, after the rope had
been in use since the beginning of 1876. The second rope between Bonn
and Bingen, a length of 74¾ miles, is of galvanized wire, has now been
2¾ years in use, during which time there have been but three fractures.
The first rope laid was not galvanized, and it suffered nine fractures
during the first three years of its use. The first rope, we may mention,
was laid in lengths of about a mile spliced together, while the present
rope was supplied in long lengths of 7½ miles each, so that the number
of splices is greatly reduced. According to the report of the company
for the year 1880, the old rope when raised realizes about 16 per cent.
of its original value, and allowing for this, it is calculated that an
allowance of 18.7 per cent. per annum will cover the cost of rope
depreciation and renewals. Altogether the results obtained on the Rhine
show that in a rapid stream the economic performances of wire rope tugs
compare most favorably with those of either paddle or screw tug boats,
the more rapid the current to be contended against the greater being the
advantage of the wire rope haulage.

       *       *       *       *       *




IMPROVED HAY-ROPE MACHINE.


Hay-ropes are used for many purposes, their principal use being in the
foundry for core-making; but they also find a large application for
packing ironmongery and furniture. The inventor is James Pollard, of the
Atlas Foundry, Burnley.

[Illustration: HAY ROPE MACHINE.]

The chief part of the mechanism is carried in an open frame, having
journals attached to its two ends, which revolve in bearings. The frame
is driven by the rope pulley. The journal at the left hand is hollow;
the pinion upon it is stationary, being fixed to the bracket of bearing.
The pinion gearing into it is therefore revolved by the revolution of
the frame, and through the medium of bevel wheels actuates a transverse
shaft, parallel to which rollers, and driven by wheels off it, is a
double screw, which traverses a "builder" to and fro across the width of
frame. The builder is merely the eye through which the band passes, and
its office is to lay the band properly on the bobbin. The latter is
turned to coil on the band by a pitch chain from the builder screw, the
motion being given through a friction clutch, to allow for slip as the
bobbin or coil gets larger, for obviously the bobbin as it gets larger
is not required to turn so fast to coil up the band produced as when it
is smaller. If the action is studied, it will be seen that the twist is
put in between the bobbin and the hollow journal, and every revolution
of the frame puts in one turn for the twist. The hay is fed to the
machine through the hollow journal already mentioned. By suitably
proportioning the speed of feed-rollers and the revolutions of the
frame, which is easily accomplished by varying the wheels on the left
hand of frame, bands of any degree of hardness or softness may be
produced. The machine appears to be simple and not liable to get
deranged. It may be after a little practice attended to by a laborer,
and is claimed by its maker to be able to produce 400 yards of band per
hour. The frame makes about 180 revolutions per minute, that is, this is
the number of turns put into the twist in this time. The machine can
make a bundle about 200 yards long, which can be removed off the bobbin
without unwinding with the greatest facility.--_Mech. World._

       *       *       *       *       *




THE ANGLESEA BRIDGE, CORK.


The river Lee flows through the city of Cork in two branches, which
diverge just above the city, and are reunited at the Custom House, the
central portion of the city being situated upon an island between the
two arms of the river, both of which are navigable for a short distance
above the Custom House, and are lined with quays on each side for the
accommodation of the shipping of the port.

The Anglesea bridge crosses the south arm of the river about a quarter
of a mile above its junction with the northern branch, and forms the
chief line of communication from the northern and central portions of
the city to the railway termini and deep-water quays on the southern
side of the river.

[Illustration: THE NEW ANGLESEA BRIDGE, CORK.]

The new swing bridge occupies the site of an older structure which had
been found inadequate to the requirements of the heavy and increasing
traffic, and the foundations of the old piers having fallen into an
insecure condition, the construction of a new opening bridge was taken
in hand jointly by the Corporation and Harbor Commissioners of Cork.

The new bridge, which has recently been completed, is of a somewhat
novel design, and the arrangement of the swing-span in particular
presents some original and interesting features, which appear to have
been dictated by a careful consideration of the existing local
conditions and requirements.

On each side of the river, both above and below the bridge, the quays
are ordinarily lined with vessels berthed alongside each of the quays,
and as the river is rather narrow at this point, the line of fairway for
vessels passing through the bridge is confined nearly to the center of
the river. This consideration, together with some others connected with
the proposed future deepening of the fairway, rendered it very desirable
to locate the opening span nearly in the center of the river, as shown
in the general plan of the situation, which we publish herewith. At the
same time it was necessary to avoid any encroachment upon the width of
the existing quays, which form important lines of communication for
vehicular and passenger traffic along each side of the river, and to and
from the railway stations. Again, it was necessary to preserve the full
existing width of waterway in the river itself, which is sometimes
subjected to heavy floods.

These considerations evidently precluded the construction of a central
pier and double-armed swing bridge, and on the other hand they also
precluded the construction of any solid masonry substructure for the
turntable, either upon the quay or projected into the river. To meet
these several conditions the bridge has been designed in the form of a
three-span bridge, that is to say, it is only supported by the two
abutments and two intermediate piers, each consisting of a pair of
cast-iron cylinders or columns, as shown by the dotted circles upon the
general plan.

The central opening is that which serves for the passage of vessels. The
swing bridge extends over two openings, or from the north abutment to
the southern pier, its center of revolution being situated over the
center of the northern span, and revolves upon a turntable, which is
carried upon a lower platform or frame of girders extending across the
northern span of the bridge. The southern opening is spanned by an
ordinary pair of lattice girders in line with the girders and
superstructure of the swing bridge.

We propose at an early date to publish further details of this bridge,
and the hydraulic machinery by which it is worked.

We present a perspective view of the bridge as seen from the entrance to
the exhibition building, which is situated in close proximity to the
southern end of the bridge.--_Engineering_.

       *       *       *       *       *




PORTABLE RAILWAYS.

[Footnote: Paper read before the Institution of Mechanical Engineers.]

By M. DECAUVILLE, Aîne, of Petit-Bourg (Seine and Oise), France.


Narrow gauge railways have been known for a very long time in Great
Britain. The most familiar lines of this description are in Wales, and
it is enough to instance the Festiniog Railway (2 feet gauge), which has
been used for the carriage of passengers and goods for nearly half a
century. The prosperous condition of this railway, which has been so
successfully improved by Mr. James Spooner and his son, Mr. Charles
Spooner, affords sufficient proof that narrow gauge railways are not
only of great utility, but may be also very remunerative.

In Wales the first narrow gauge railway dates from 1832. It was
constructed merely for the carriage of slates from Festiniog to
Port-Madoc, and some years later another was built from the slate
quarries at Penrhyn to the port of Bangor. As the tract of country
traversed by the railways became richer by degrees, the idea was
conceived of substituting locomotives for horses, and of adapting the
line to the carriage of goods of all sorts, and finally of passengers
also.

But these railways, although very economical, are at the same time very
complicated in construction. Their arrangements are based upon the same
principles as railways of the ordinary gauge, and are not by any means
capable of being adapted to agriculture, to public works, or to any
other purpose where the tracks are constantly liable to removal. These
permanent narrow gauge lines, the laying of which demands the service of
engineers, and the maintenance of which entails considerable expense,
suggested to M. Decauville, Aîne, farmer and distiller at Petit-Bourg,
near Paris, the idea of forming a system of railways composed entirely
of metal, and capable of being readily laid. Cultivating one of the
largest farms in the neighborhood of Paris, he contemplated at first
nothing further than a farm railroad; and he contrived an extremely
portable plant, adapted for clearing the land of beetroot, for spreading
manure, and for the other needs of his farm.

From the beginning in his first railroads, the use of timber materials
was rigidly rejected by him; and all parts, whether the straight or
curved rails, crossings, turntables, etc., were formed of a single
piece, and did not require any special workman to lay them down. By
degrees he developed his system, and erected special workshops for the
construction of his portable plant; making use of his farm, and some
quarries of which he is possessed in the neighborhood, as experimental
areas. At the present time this system of portable railways serves all
the purposes of agriculture, of commerce, of manufactures, and even
those of war.

Within so limited a space it would be impossible to give a detailed
description of the rails and fastenings used in all these different
modes of application. The object of this paper is rather to direct the
attention of mechanical engineers to the various uses to which narrow
gauge portable railways may be put, to the important saving of labor
which is effected by their adoption, and to the ease with which they are
worked.

The success of the Decauville railway has been so rapid and so great
that many inventors have entered the same field, but they have almost
all formed the idea of constructing the portable track with detachable
sleepers. There are thus, at present, two systems of portable tracks:
those in which the sleepers are capable of being detached, and those in
which they are not so capable.

The portable track of the Decauville system is not capable of so coming
apart. The steel rails and sleepers are riveted together, and form only
one piece. The chief advantage of these railways is their great
firmness; besides this, since the line has only to be laid on the
surface just as it stands, there are not those costs of maintenance
which become unavoidable with lines of which the sleepers are fixed by
means of bolts, clamps, or other adjuncts, only too liable to be lost.
Moreover, tracks which are not capable of separation are lighter and
therefore more portable than those in which the sleepers are detachable.

With regard to sleepers, a distinction must be drawn between those which
project beyond the rails and those which do not so project. M.
Decauville has adopted the latter system, because it offers sufficient
strength, while the lines are lighter and less cumbersome. Where at
first he used flat iron sleepers, he now fits his lines with dished
steel sleepers, in accordance with Figs. 1 and 2.

[Illustration: Fig. 1. Fig. 2.]

This sleeper presents very great stiffness, at the same time preserving
its lightness; and the feature which specially distinguishes this
railway from others of the same class is not only its extreme strength,
but above all its solidity, which results from its bearing equally upon
the ground by means of the rail base and of the sleepers.

In special cases, M. Decauville provides also railroads with projecting
sleepers, whether of flat steel beaten out and rounded, or of channel
iron; but the sleeper and the rail are always inseparable, so as not to
lessen the strength, and also to facilitate the laying of the line. If
the ground is too soft, the railway is supported by bowl sleepers of
dished steel, Figs. 3 and 4, especially at the curves; but the necessity
for using these is but seldom experienced. The sleepers are riveted
cold. The rivets are of soft steel, and the pressure with which this
riveting is effected is so intense that the sleepers cannot be separated
from the rails, even after cutting off both heads of the rivets, unless
by heavy blows of the hammer, the rivets being driven so thoroughly into
the holes made in the rails and sleepers that they fill them up
completely.

The jointing of the rails is excessively simple. The rail to the right
hand is furnished with two fish-plates; that to the left with a small
steel plate riveted underneath the rail and projecting 1¼ in. beyond it.
It is only necessary to lay the lengths end to end with one another,
making the rail which is furnished with the small plate lie between the
two fish-plates, and the junction can at once be effected by fish-bolts.
A single fish-bolt, passing through the holes in the fish-plates, and
through an oval hole in the rail end, is sufficient for the purpose.

With this description of railway it does not matter whether the curves
are to the right or to the left. The pair of rails are curved to a
suitable radius, and can only need turning end for end to form a curve
in the direction required. The rails weigh 9 lb., 14 lb., 19 lb., and 24
lb. per running yard, and are very similar to the rails used on the main
railways of France, except that their base has a proportionally greater
width. As to the strength of the rail, it is much greater in proportion
to the load than would at first sight be thought; all narrow-gauge
railways being formed on the principle of distributing the load over a
large number of axles, and so reducing the amount on each wheel. For
instance, the 9 lb. rail used for the portable railway easily bears a
weight of half a ton for each pair of wheels.

The distance between the rails differs according to the purpose for
which they are intended. The most usual gauges are 16in., 20 in., and
24in. The line of 16 in. gauge, with 9 lb. rails, although extremely
light, is used very successfully in farming, and in the interior of
workshops.

[Illustration: Fig. 3. Fig. 4. Fig. 5.]

A length of 16 ft. 5 in. of 9 lb. steel rail, to 16 in. gauge, with
sleepers, etc., scarcely weighs more than 1 cwt., and may therefore be
readily carried by a man placing himself in the middle and taking a rail
in each hand.

Those members of the Institution who recently visited the new port of
Antwerp will recollect having seen there the portable railway which
Messrs. Couvreux and Hersetit had in use; and as it was these works at
the port of Antwerp that gave rise to the idea of this paper, it will be
well to begin with a description of this style of contractor's plant.

The earth in such works may be shifted by hand, horsepower, or
locomotive. For small works the railway of 16 in. gauge, with the 9 lb.
rails, is commonly used, and the trucks carry double equilibrium
tipping-boxes, containing 9 to 11 cubic feet. These wagons, having
tipping-boxes without any mechanical appliances, are very serviceable;
since the box, having neither door nor hinge, is not liable to need
repairs.

This box keeps perfectly in equilibrium upon the most broken up roads.
To tip it up to the right or the left, it must simply be pushed from the
opposite side, and the contents are at once emptied clean out. In order
that the bodies of the wagons may not touch at the top, when several are
coupled together, each end of the wagon is furnished with a buffer,
composed of a flat iron bar cranked, and furnished with a hanging hook.

Plant of this description is now being used in an important English
undertaking at the port of Newhaven, where it is employed not only on
the earthworks, but also for transporting the concrete manufactured with
Mr. Carey's special concrete machine.

These little wagons, of from 9 to 11 cubic feet capacity, run along with
the greatest ease, and a lad could propel one of them with its load for
300 yards at a cost of 3d. per cube yard. In earthworks the saving over
the wheel-barrow is 80 per cent., for the cost of wagons propelled by
hand comes to 0.1d. per cube yard, carried 10 yards, and to go this
distance with a barrow costs ½d. A horse draws without difficulty,
walking by the side of the line, a train of from eight to ten trucks on
the level, or five on an incline of 7 per cent. (1 in 14).

One mile of this railway, 16 in. gauge and 9 lb. steel rail, with
sixteen wagons, each having a double equilibrium tipping box containing
11 cubic feet, and all accessories, represents a weight of 20 tons--a
very light weight, if it is considered that all the materials are
entirely of metal. Its net cost price per mile is 450_l_., the wagons
included.

Large contracts for earthwork with horse haulage are carried on to the
greatest advantage with the railway of 20 in. gauge and 14 lb. rails.
The length of 16 ft. 5 in. of this railway weighs 170 lb., and so can
easily be carried by two men, one placing himself at each end. The
wagons most in use for these works are those with double equilibrium
tipping boxes, holding 18 cubic feet. These are at present employed in
one of the greatest undertakings of the age, namely, the cutting of the
Panama Canal, where there are used upward of 2,700 such wagons, and more
than 35 miles of track.

A mile of these rails of 20 in. gauge with 14 lb. rails, together with
sixteen wagons of 18 cubic feet capacity, with appurtenances, costs
about 660_1_., and represents a total weight of 33 tons.

This description of material is used for all contracts exceeding 20,000
cubic yards.

A very curious and interesting use of the narrow-gauge line, and the
wagons with double equilibrium tipping-box, was made by the Societe des
Chemins de Fer Sous-Marins on the proposed tunnel between France and
England. The line used is that of 16 in. gauge, with 9 lb. rails.

The first level of the tunnel, which was constructed by means of a
special machine by Colonel Beaumont, had only a diameter of 2.13 m. (7
ft.); the tipping boxes have therefore a breadth of only 2 ft., and
contain 7¼ cubic feet. The boxes are perfectly balanced, and are most
easily emptied. The wagons run on two lines, the one being for the
loaded trains, and the other for the empty trains.

The engineers and inspectors, in the discharge of their duties, make use
of the Liliputian carriages. The feet of the travelers go between the
wheels, and are nearly on a level with the rails; nevertheless, they are
tolerably comfortable. They are certainly the smallest carriages for
passengers that have ever been built; and the builder even prophesies
that these will be the first to enter into England through the Channel
Tunnel.

One of the most important uses to which a narrow gauge line can be put
is that of a military railway. The Dutch, Russian, and French
Governments have tried it for the transporting of provisions, of war
material, and of the wounded in their recent campaigns. In Sumatra, in
Turkestan, and in Tunis these military railroads have excited much
interest, and have so fully established their value that this paper may
confine itself to a short description.

The campaign of the Russians against the Turcomans presented two great
difficulties; these were the questions of crossing districts in which
water was extremely scarce or failed entirely, and of victualing the
expeditionary forces. This latter object was completely effected by
means of 67 miles of railway, 20 in. gauge, 14 lb. steel rails, with 500
carriages for food, water, and passengers. The rails were laid simply on
the sand, so that small locomotives could not be used, and were obliged
to be replaced by Kirghiz horses, which drew with ease from 1,800 lb. to
2,200 lb. weight for 25 miles per day.

In the Tunisian war this railroad of 20 in. gauge, 14 lb. rail, was
replaced by that of two ft. gauge, with 14 lb. and 19 lb. rails. There
were quite as great difficulties as in the Turcoman campaign, and the
country to be crossed was entirely unknown. The observations made before
the war spoke of a flat and sandy country. In reality a more uneven
country could not be imagined; alternating slopes of about 1 in 10
continually succeeded each other; and before reaching Kairouan 7½ miles
of swamp had to be crossed. Nevertheless the horses harnessed to the
railway carriages did on an average twelve to seventeen times the work
of those working ordinary carriages. In that campaign also, on account
of the steep ascents, the use of locomotives had to be given up. The
track served not only for the conveying of victuals, war material, and
cannon, but also of the wounded; and a large number of the survivors of
this campaign owe their lives to this railway, which supplied the means
of their speedy removal without great suffering from the temporary
hospitals, and of carrying the wounded to places where more care could
be bestowed upon them.

The carriages which did duty in this campaign are wagons with a platform
entirely of metal, resting upon eight wheels. The platform is 13 ft. 1
in. in length, and 3 ft. 11 in. in width. The total length with buffers
is 14 ft. 9 in. This carriage may be at will turned into a goods wagon
or a passenger carriage for sixteen persons, with seats back to back, or
an ambulance wagon for eight wounded persons.

For the transport of cannon the French military engineers have adopted
small trucks. A complete equipage, capable of carrying guns weighing
from 3 to 9 tons, is composed of trucks with two or three axles, each
being fitted with a pivot support, by means of which it is made possible
to turn the trucks, with the heaviest pieces of ordnance, on turntables,
and to push them forward without going off the rails at the curves.

The trucks which have been adopted for the service of the new forts in
Paris are drawn by six men, three of whom are stationed at each end of
the gun, and these are capable of moving with the greatest ease guns
weighing 9 tons.

The narrow-gauge railway was tested during the war in Tunis more than in
any preceding campaign, and the military authorities decided, after
peace had been restored in that country, to continue maintaining the
narrow-gauge railways permanently; this is a satisfactory proof of their
having rendered good service. The line from Sousse to Kairouan is still
open to regular traffic. In January, 1883, an express was established,
which leaves Sousse every morning and arrives at Kairouan--a distance of
forty miles--in five hours, by means of regularly organized relays. The
number of carriages and trucks for the transport of passengers and goods
is 118.

The success thus attained by the narrow-gauge line goes far to prove how
unfounded is the judgment pronounced by those who hold that light
railways will never suffice for continuous traffic. These opinions are
based on certain cases in the colonies, where it was thought fit to
adopt a light rail weighing about 18 lb. to 27 lb. per yard, and keeping
the old normal gauge. It is nevertheless evident that it is impossible
to construct cheap railways on the normal gauge system, as the
maintenance of such would-be light railways is in proportion far more
costly than that of standard railways.

The narrow gauge is entirely in its right place in countries where, as
notably in the case of the colonies, the traffic is not sufficiently
extensive to warrant the capitalization of the expenses of construction
of a normal gauge railway.

Quite recently the Eastern Railway Company of the province of Buenos
Ayres have adopted the narrow gauge for connecting two of their
stations, the gauge being 24 in. and the weight of the rails 19 lb. per
yard. This company have constructed altogether six miles of narrow-gauge
road, with a rolling stock of thirty passenger carriages and goods
trucks and two engines, at a net cost price of 7,500l., the engines
included. This line works as regularly as the main line with which it is
connected. The composite carriages in use leave nothing to be desired
with regard to their appearance and the comforts they offer. Third-class
carriages, covered and open, and covered goods wagons, are also
employed.

All these carriages are constructed according to the model of those of
the Festiniog Railway. The engines weigh 4 tons, and run at 12½ miles
per hour for express trains with a live load of 16 tons; while for goods
trains carrying 35 tons the rate is 7½ miles an hour.

Another purpose for which the narrow-gauge road is of the highest
importance in colonial commerce is the transport of sugar cane. There
are two systems in use for the service of sugar plantations:

1. Traction by horses, mules, or oxen.

2. Traction by steam-engine.

In the former case, the narrow gauge, 20 in. with 14 lb. rails, is used,
with platform trucks and iron baskets 3 ft. 3 in. long.

The use of these wagons is particularly advantageous for clearing away
the sugar cane from the fields, because, as the crop to be carried off
is followed by another harvest, it is important to prevent the
destructive action of the wheels of heavily laden wagons. The baskets
may be made to contain as much as 1,300 lb. of cane for animal traction,
and 2,000 lb. for steam traction. In those colonies where the cane is
not cut up into pieces, long platform wagons are used entirely made of
metal, and on eight wheels. When the traction is effected by horses or
mules, a chain 14½ ft. long is used, and the animals are driven
alongside the road. Oxen are harnessed to a yoke, longer by 20 in. to 24
in. than the ordinary yoke, and they are driven along on each side of
the road.

On plantations where it is desirable to have passenger carriages, or
where it is to be foreseen that the narrow-gauge line maybe required for
the regular transport of passengers and goods, the 20 in. line is
replaced by one of 24 in.

The transport of the refuse of sugar cane is effected by means of
tilting basket carts; the lower part of which consists of plate iron as
in earthwork wagons, while the upper part consists of an open grating,
offering thus a very great holding capacity without being excessively
heavy. The content of these wagons is 90 cubic feet (2,500 liters). To
use it for the transport of earth, sand, or rubbish, the grating has
merely to be taken off. In the case of the transport of sugar cane
having to be effected by steam power, the most suitable width of road is
24 in., with 19 lb. rails; and this line should be laid down and
ballasted most carefully. The cost of one mile of the 20 in. gauge road,
with 14 lb. rails, thirty basket wagons, and accessories for the
transport of sugar cane, is 700l., and the total weight of this plant
amounts to 35 tons.

Owing to the great lightness of the portable railways, and the facility
with which they can be worked, the attention of explorers has repeatedly
been attracted by them. The expedition of the Ogowe in October, 1880,
that of the Upper Congo in November, 1881, and the Congo mission under
Savorgnan de Brazza, have all made use of the Decauville narrow-gauge
railway system.

During these expeditions to Central Africa, one of the greatest
obstacles to be surmounted was the transport of boats where the river
ceased to be navigable; for it was then necessary to employ a great
number of negroes for carrying both the boats and the luggage. The
explorers were, more or less, left to the mercy of the natives, and but
very slow progress could be made.

On returning from one of these expeditions in Africa, Dr. Balay and M.
Mizon conceived the idea of applying to M. Decauville for advice as to
whether the narrow-gauge line might not be profitably adapted for the
expedition. M. Decauville proposed to them to transport their boats
without taking them to pieces, or unloading them, by placing them on two
pivot trollies, in the same manner as the guns are transported in
fortifications and in the field. The first experiments were made at
Petit-Bourg with a pleasure yacht. The hull, weighing 4 tons, was placed
on two gun trollies, and was moved about easily across country by means
of a portable line of 20 in. gauge, with 14 lb. rails. The length of the
hull was about 45 ft., depth 6 ft. 7 in., and breadth of beam 8 ft. 2
in., that is to say, five times the width of the narrow-gauge, and
notwithstanding all this the wheels never came off the line. The
sections of line were taken up and replaced as the boat advanced, and a
speed of 1,100 yards per hour was attained. Dr. Balay and M. Mizon
declared that the result obtained exceeded by far their most sanguine
hopes, because during their last voyage, the passage of the rapids had
sometimes required a whole week for 1,100 yards (1 kilometer), and they
considered themselves very lucky indeed if they could attain a speed of
one kilometer per day. The same narrow gauge system has since been three
times adopted by African explorers, on which occasions it was found that
the 20 in. line, with 9 lb. or 14 lb. rails, was the most suitable for
scientific expeditions of this nature.

The trucks used are of the kind usually employed for military purposes,
with wheels, axles, and pivot bearings of steel; on being dismounted the
bodies of the two trucks form a chest, which is bolted together and
contains the wheels, axles, and other accessories. The total weight of
the 135 yards of road used by Dr. Balay and M. Mizon during their first
voyage was 2,900 lb., and the wagons weighed 5,000 lb. Hence the
expedition had to carry a supplementary weight of 3½ tons; but at any
given moment the material forming this burden became the means of
transporting, in its turn, seven boats, representing a total weight of
20 tons.

It is impossible to enumerate in this paper all the various kinds of
wagons and trucks suitable for the service of iron works, shipyards,
mines, quarries, forests, and many other kinds of works; and we
therefore limit ourselves to mentioning only a few instances which
suffice to show that the narrow gauge can be applied to works of the
most varied nature and under the most adverse circumstances possible.

It therefore only remains to mention the various accessories which have
been invented for the purpose of completing the system. They consist of
off-railers, crossings, turntables, etc.

The off railer is used for establishing a portable line, at any point,
diverging to the right or left of a permanent line, and for transferring
traffic to it without interruption. It consists of a miniature inclined
plane, of the same height at one end as the rail, tapering off regularly
by degrees toward the other end. It is only necessary to place the
off-railer (which, like all the lengths of rail of this system, forms
but one piece with its sleepers and fish-plates) on the fixed line,
adding a curve in the direction it is intended to go, and push the
wagons on to the off-railer, when they will gradually leave the fixed
line and pass on the new track.

The switches consist of a rail-end 49 in. in length, which serves as a
movable tongue, placed in front of a complete crossing, the rails of
which have a radius of 4, 6, or 8 meters; a push with the foot suffices
to alter the switch. There are four different models of crossings
constructed for each radius, viz.:

1. For two tracks with symmetrical divergence.

2. For a curve to the right and a straight track.

3. For a curve to the left and a straight track.

4. For a meeting of three tracks.

When a fixed line is used, it is better to replace the movable switch by
a fixed cast-iron switch, and to let the workmen who drive the wagon
push it in the direction required. Planed switch tongues are also used,
having the shape of those employed on the normal tracks, especially for
the passage of small engines; the switches are, in this case, completed
by the application of a hand lever.

The portable turntable consists of two faced plates laid over the other,
one of thick sheet iron, and the other of cast iron. The sheet-iron
plate is fitted with a pivot, around which the cast iron one is made to
revolve; these plates may either be smooth, or grooved for the wheels.
The former are used chiefly when it is required to turn wagons or trucks
of light burden, or, in the case of earthworks, for trucks of moderate
weight. These plates are quite portable; their weight for the 16 in.
gauge does not exceed 200 lb. For engineering works a turntable plate
with variable width of track has been designed, admitting of different
tracks being used over the same turntable.

When turntables are required for permanent lines, and to sustain heavy
burdens, turntables with a cast iron box are required, constructed on
the principle of the turntables of ordinary railways. The heaviest
wagons may be placed on these box turntables, without any portion
suffering damage or disturbing the level of the ground. In the case of
coal mines, paper mills, cow houses with permanent lines, etc., fixed
plates are employed. Such plates need only be applied where the line is
always wet, or in workshops where the use of turntables is not of
frequent occurrence. This fixed plate is most useful in farmers'
stables, as it does not present any projection which might hurt the feet
of the cattle, and is easy to clean.

The only accident that can happen to the track is the breaking of a
fish-plate. It happens often that the fish-plates get twisted, owing to
rough handling on the part of the workmen, and break in the act of being
straightened. In order to facilitate as much as possible the repairs in
such cases, the fish-plates are not riveted by machinery, but by hand;
and it is only necessary to cut the rivets with which the fish-plate is
fastened, and remove it if broken: A drill passed through the two holes
of the rail removes all burrs that may be in the way of the new rivet.
No vises are required for this operation; the track to be repaired is
held by two workmen at a height of about 28 in. above the ground, care
being taken to let the end under repair rest on a portable anvil, which
is supplied with the necessary appliances. The two fish-plates are put
in their place at the same time, the second rivet being held in place
with one finger, while the first is being riveted with a hammer; if it
is not kept in its place in this manner it may be impossible to put it
in afterward, as the blows of the hammer often cause the fish-plate to
shift, and the holes in the rail are pierced with great precision to
prevent there being too much clearance. No other accident need be feared
with this line, and the breakage described above can easily be repaired
in a few minutes without requiring any skilled workman.

The narrow-gauge system, which has recently received so great a
development on the Continent, since its usefulness has been
demonstrated, and the facility with which it can be applied to the most
varied purposes, has not yet met in England with the same universal
acceptance; and those members of this Institution who crossed the sea to
go to Belgium were, perhaps, surprised to see so large a number of
portable railways employed for agricultural and building purposes and
for contractors' works. But in the hands of so practical a people it may
be expected that the portable narrow gauge railway will soon be applied
even to a larger number of purposes than is the case elsewhere.

       *       *       *       *       *




GERARD'S ALTERNATING CURRENT MACHINE.


The machine represented in the annexed engravings consists of a movable
inductor, whose alternate poles pass in front of an armature composed of
a double number of oblong and flat bobbins, that are affixed to a circle
firmly connected with the frame. There is a similar circle on each side
of the inductor. The armature is stationary, and the wires that start
from the bobbins are connected with terminals placed upon a wooden
support that surmounts the machine.

[Illustration: GERARD'S ALTERNATING ELECTRIC MACHINE.]

This arrangement allows of every possible grouping of the currents
according to requirements. Thus, the armature may be divided into two
currents, so as to allow of carbons 30 mm. in diameter being burned, or
else so as to have four, eight, twelve, twenty-four, or even forty-eight
distinct circuits capable of being used altogether or in part.

This machine has been studied with a view of rendering the lamps
independent; and there may be produced with it, for example, a voltaic
arc of an intensity of from 250 to 600 carcels for the lighting of a
courtyard, or it may be used for producing arcs of less intensity for
shops, or for supplying incandescent lamps. As each of the circuits is
independent, it becomes easy to light or extinguish any one of the lamps
at will. Since the conductors are formed of ordinary simple wires, the
cost attending the installation of 12 or 24 lamps amounts to just about
the same as it would in the case of a single cable.

[Illustration: GERARD'S 250 H.P. DIRECT CONNECTION ALTERNATING CURRENT
STEAM DYNAMO-ELECTRIC MACHINE.]

One of the annexed cuts represents a Corliss steam engine connected
directly with an alternating current machine of the system under
consideration. According to the inventor, this machine is capable of
supplying 1,000 lamps of a special kind, called "slide lamps," and a
larger number of incandescent ones.--_Revue Industrielle_.

       *       *       *       *       *




AUTOMATIC FAST SPEED TELEGRAPHY.

By THEO. F. TAYLOR.


Since 1838 much has been done toward increasing the carrying capacity of
a single wire. In response to your invitation I will relate my
experience upon the Postal's large coppered wire, in an effort to
transmit 800 words per minute over a 1,000 mile circuit, and add my mite
to the vast sum of knowledge already possessed by electricians.

As an introduction, I shall mention a few historical facts, but do not
propose to write in this article even a short account of the different
automatic systems, and I must assume that my readers are familiar with
modern automatic machines and appliances.

In 1870, upon the completion of the Automatic Company's 7 ohm wire
between New York and Washington, it happened that Prof. Moses G. Farmer
was in the Washington office when the first message was about to be
sent, and upon being requested, he turned the "crank" and transmitted
the message to New York, at the rate of 217 words per minute.

Upon his return to New York he co-operated with Mr. Prescott in
experiments on W.U. wires, their object being to determine what could be
done on iron wires with the Bain system. A good No. 8 wire running from
New York to Boston was selected, reinsulated, well trimmed, and put in
first-class electrical condition, previous to the test. The "Little"
chemical paper was used.

The maximum speed attained on this wire was 65 words per minute.

About the same time George H. Grace used an electro magnet on the
automatic line with such good effect that the speed on the New
York-Washington circuit was increased to 450 words per minute.

Then a platina stylus or pen was substituted for the iron pen in
connection with iodide paper, and the speed increased to 900 words per
minute.

In 1880, upon the completion of the Rapid Company's 6 ohm wire, between
New York and Boston, 1,200 words per minute were transmitted between the
cities above named.

In 1882, I was employed by the Postal Telegraph Company to put the Leggo
automatic system into practical shape, and, if possible, transmit 800
words per minute between New York and Chicago.

It was proposed to string a steel-copper wire, the copper on which was
to weigh 500 lb. to the mile.

When complete, the wire was rather larger than No. 3, English gauge, but
varied in diameter, some being as large as No. 1, and it averaged 525
lb. of copper per mile and = 1.5 ohms. The surface of this wire was,
however, large.

Dr. Muirhead estimated its static capacity at about 10 M.F., which
subsequent tests proved to be nearly correct.

It will be understood that this static capacity stood in the way of fast
transmission.

Resistance and static capacity are the two factors that determine speed
of signaling.

The duration of the variable state is in proportion to the square of the
length of the conductor, so that the difficulties increase very greatly
as the wire is extended beyond ordinary limits. According to Prescott,
"The duration of the variable condition in a wire of 500 miles is
250,000 times as long as in a wire of 1 mile."

In other words, a long line _retains a charge_, and time must be allowed
for at least a falling off of the charge to a point indicated by the
receiving instrument as zero.

In the construction of the line care was taken to insure the _lowest
possible resistance_ through the circuit, even to the furnishing of the
river cables with conductors weighing 500 lb. per mile.

Ground wires were placed on every tenth pole.

When the first 100 miles of wire had been strung, I was much encouraged
to find that we could telegraph without any difficulty past the average
provincial "ground," provided the terminal grounds were good.

When the western end of this remarkable wire reached Olean, N.Y., 400
miles from New York, my assistant, Mr. S.K. Dingle, proceeded to that
town with a receiving instrument, and we made the first test.

I found that 800 words, or 20,000 impulses, per minute, could be
transmitted in Morse characters over that circuit _without compensation_
for static.

In other words, the old Bain method was competent to telegraph 800 words
per minute on the 400 miles of 1.5 ohm wire.

The trouble began, however, when the wire reached Cleveland, O., about
700 miles from New York.

Upon making a test at Cleveland, I found the signals made a continuous
black line upon the chemical paper. I then placed both ends of the wire
to earth through 3,000 ohms resistance, and introduced a small auxiliary
battery between the chemical paper and earth.

The auxiliary or opposing battery was placed in the same circuit with
the transmitting battery, and the currents which were transmitted from
the latter through the receiving instrument reached the earth by passing
directly through the opposing battery.

The circuit of the opposing battery was permanently completed,
independently of the transmitting apparatus, through both branch
conductors and artificial resistances.

The auxiliary battery at the receiving station normally maintained upon
the main line a continuous electric current of a negative polarity,
which did not produce a mark upon the chemical paper.

When the transmitting battery was applied thereto, the excessive
electro-motive force of the latter overpowered the current from the
auxiliary battery and exerted, by means of a positive current, an
electro-chemical action upon the chemical receiving paper, producing a
mark.

Immediately upon the interruption of the circuit of the transmitting
battery, the unopposed current from the auxiliary battery at the
receiving station flowed back through the paper and into the main line,
thereby both neutralizing the residual or inductive current, which
tended to flow through the receiving instrument, and serving to clear
the main line from electro-static charge.

The following diagram illustrates my method:

Referring to this diagram, A and B respectively represent a transmitting
and a receiving station of an automatic telegraph. These stations are
united in the usual manner by a main line, L. At the transmitting
station, A, is placed a transmitting battery, E, having its positive
pole connected by a conductor, 2, with the metallic transmitting drum,
T. The negative pole of the battery, E, is connected with the earth at G
by a conductor, 1. A metallic transmitting stylus, t, rests upon the
surface of the drum, T, and any well known or suitable mechanism may be
employed for causing an automatic transmitting pattern slip, P, to pass
between the stylus and the drum. The transmitting or pattern slip, P, is
perforated with groups of apertures of varying lengths and intervals as
required to represent the dispatch which it is desired to transmit, by
an arbitrary system of signs, such, for example, as the Morse
telegraphic code.

At the receiving station, B, is placed a recording apparatus, M, of any
suitable or well known construction. A strip of chemically prepared
paper, N, is caused to pass rapidly and uniformly between the drum, M',
and the stylus, m, of this instrument in a well known manner. The drum,
M', is connected with the earth by conductors, 4 and 3, between which is
placed the auxiliary battery, E, the positive or marking pole of this
battery being connected with the drum and the negative pole with the
earth. The electro-motive force of the battery, E', is preferably made
about one-third as great as that of the battery, E.

[Illustration]

Extending from a point, o, in the main line, near the transmitting
station, to the earth at G, is a branch conductor, l, containing an
adjustable artificial resistance, R. A similar conductor, ll, extends
from a point, o', near the receiving terminal of the line, L, to the
conductor, 3, in which an artificial resistance, R', is also included,
this resistance being preferably approximately equal to the resistance,
R. The proportions of the resistance of the main line and the artificial
resistances which I prefer to employ may be approximately indicated as
follows: Assuming the resistance of the main line to be 900 ohms, the
resistance, R, and R', should be each about 3,000 ohms. The main
battery, E, should then comprise about 90 cells, and the auxiliary
battery, E', 30 cells.

The operation of my improved system is as follows: While the apparatus
is at rest a constant current from the battery, E', traverses the line,
L, and the branch conductors, l, and ll, dividing itself between them,
in inverse proportion to their respective resistances, in accordance
with the well-known law of Ohm. When the transmitting pattern strip, P,
is caused to pass between the roller, T, and the stylus, t, electric
impulses will be transmitted upon the line, L, from the positive pole of
the battery, E, which will traverse the main line, L, the two branch
lines, l, and ll, and their included resistances, and also the receiving
instrument, M. The greater portion of this current will, however, on
account of the less resistance offered, traverse the receiving
instrument, M, and the auxilary battery, E'. The current from the
last-named battery will thus be neutralized and overpowered, and the
excess of current from the main battery, E, will act upon the chemically
prepared paper and record in the form of dots and dashes or like
arbitrary characters the impulses which are transmitted.

Immediately on the cessation of each impulse, the auxiliary battery, E',
again acts to send an impulse of positive polarity through the receiving
paper and stylus in the reverse direction and through the line, L, which
returns to the negative pole of the battery by way of the artificial
resistances, R and R'. Such an impulse, following immediately upon the
interruption of the circuit of the transmitting battery, acts to destroy
the effect of the "tailing" or static discharge of the line, L, upon the
receiving instrument, and also to neutralize the same throughout the
line. By thus opposing the discharge of the line by a reverse current
transmitted directly through the chemical paper, a sharply defined
record will in all cases be obtained; and by transmitting the opposing
impulse through the line, the latter will be placed in a condition to
receive the next succeeding impulse and to record the same as a sharply
defined character.

This arrangement was made on the New York-Cleveland circuit, and the
characters were then clearly defined and of uniform distinctness. The
speed of transmission on this circuit was from 1,000 to 2,000 words per
minute.

Upon the completion of the wire to Chicago, total distance 1,050 miles,
including six miles of No. 8 iron wire through the city, the maximum
speed was found to be 1,200 words per minute, and to my surprise the
speed was not affected by the substitution of an underground conductor
for the overhead wire.

The underground conductor was a No. 16 copper wire weighing 67 pounds
per mile, in a Patterson cable laid through an iron pipe.

I used 150 cells of large Fuller battery on the New York-Chicago
circuit, and afterward with 200 cells in first class condition,
transmitted 1,500 words, or 37,000 impulses, per minute from 49
Broadway, New York, to our test office at Thirty-ninth Street, Chicago.

The matter was always carefully counted, and the utmost care taken to
obtain correct figures.

It may be mentioned as a curious fact that we not only send 1,200 words
per minute through 1,050 miles of overhead wire and five miles of
underground cable, but also through a second conductor in No. 2 cable
back to Thirty-ninth Street, and then connected to a third underground
conductor in No. 1 cable back to Chicago main office, in all about
fifteen miles of underground, through which we sent 1,200 words per
minute and had a splendid margin.--_Electrical World_.

       *       *       *       *       *

[ELECTRICAL REVIEW].




THEORY OF THE ACTION OF THE CARBON MICROPHONE--WHAT IS IT?


A careful examination of the opinions of scientific men given in the
telephone cases--before Lord McLaren in Edinburgh and before Mr. Justice
Fry in London--leads me to the conclusion that scientific men, at least
those whose opinions I shall quote, are not agreed as to what is the
action of the carbon microphone.

In the Edinburgh case, Sir Frederick Bramwell said: "The variations of
the currents are effected so as to produce with remarkable fidelity the
varied changes which occur, according as the carbon is compressed or
relieved from compression by the gentle impacts of the air set in motion
by the voice."

"The most prominent quality of carbon is its capability, under the most
minute differences of pressure, to enormously increase or decrease the
resistances of the circuit." "That the varying pressure of the black
tension-regulator (Edison's) is sufficient to cause a change in the
conducting power." Sir Frederick also said "he could not believe that
the resistance was varied by a jolting motion; could not conceive a
jolting motion producing variation and difference of pressure, and such
an instrument could not be relied on, and therefore would be practically
useless."

Sir William Thomson, in the same case, said: "The function of the carbon
is to give rise to diminished resistance by pressure; it possesses the
quality of, under slight degrees of pressure, decreasing the resistance
to the passage of the electric current;" and, also, "the jolting motion
would be a make-and-break, and the articulate sounds would be impaired.
There can be no virtue in a speaking telephone having a jolting motion."
"Delicacy of contact is a virtue; looseness of contact is a vice."
"Looseness of contact is a great virtue in Hughes' microphone;" and "the
elements which work advantages in Hughes' are detrimental to the good
working of the articulating instrument."

[Illustration: Fig. 1.]

Mr. Falconer King said: "There would be no advantage in having a jolting
motion; the jolting motion would break the circuit and be a defect in
the speaking telephone," and "you must have pressure and partially
conducting substances."

Professor Fleeming Jenkin said, "The pressure of the carbons is what
favors the transmission of sound."

All the above named scientific men agree that variations of a current
passing through a carbon microphone are produced by _pressure_ of the
carbons against one another, and they also agree that a jolting motion
could not be relied upon to reproduce articulate speech.

Mr. Conrad Cooke said, "The first and most striking principle of Hughes'
microphone is a shaking and variable contact between the two parts
constituting the microphone." "The shaking and variable contact is
produced by the movable portion being effected by sound." "Under Hughes'
system, where gas carbon was used, the instruments could not possibly
work upon the principle of pressure." "I am satisfied that it is not
pressure in the sense of producing a change of resistance." "I do not
think pressure has anything to do with it."

Professor Blyth said: "The Hughes microphone depends essentially upon
the looseness or delicacy of contact." "I have heard articulate speech
with such an instrument without a diaphragm." "There is no doubt that to
a certain extent there must be a change in the number of points of
surface contact when the pencil is moved." "The action of the Hughes
microphone depends more or less upon the looseness or delicacy of the
contact and upon the changes in the number of points of surface contact
when the pencil is moved."

Mr. Oliver Heaviside, in _The Electrician_ of 10th February last,
writes: "There should be no jolting or scraping." "Contacts, though
light, should not be loose."

[Illustration: Fig. 2.]

A writer, who signs "W.E.H.," in _The Electrician_ of 24th February
last, says: "The variation of current arises from a variation of
conductivity between the electrodes, consequent upon the variation of
the closeness or pressure of contact;" and also, "there must be a
variation of pressure between the electrodes when the transmitter is in
action."

It seems, then, that some scientific men agree that variation of
pressure is required to produce action in a microphone, and some of them
admit that a microphone with loose contacts will transmit articulate
speech, while others deny it, and some admit that a jolting or shaking
motion of the parts of the microphone does not interfere with articulate
speech, while others say such motion would break the circuit, and cannot
be relied on.

I will now describe two microphones in which there is a shaking or
jolting motion, and loose contacts, and no variation of pressure of the
carbons against one another, and both of these microphones when used
with an induction coil and battery give most excellent articulation. One
of these microphones is made as follows: Two flat plates of carbon are
secured to a block of cork, insulated from each other; into a hole of
each carbon a pin of carbon fits loosely, projecting above the carbons;
another flat piece of carbon, having two holes in it, bridges over the
two lower carbons, being kept in its place by the pins of carbon which
fit loosely in the holes in it, the bottom carbons being connected with
the battery; a block of cork has a flat side of it cut out so as when
secured to the lower cork the carbons will not come in contact with it,
yet be close enough to it to keep the carbons from falling apart. The
cork covering the carbons forms a dome.

Any good telephone receiver when used in connection with this
microphone, reproduces articulate speech with remarkable distinctness,
especially hissing sounds, and with a loud and full tone.

A description of this microphone was published in _La Lumiere
Electrique_, of 15th April, 1882, and a drawing thereof on 29th April of
same year.

Another form of microphone is made as follows: Two blocks of gas carbon,
C, B, each about one and a half inches long and one inch square, having
each a circular hole one and a quarter inches deep and half inch in
diameter; these two blocks are embedded in a block of cork, C, about
one-quarter of an inch apart, these holes facing each other, each block
forming a terminal of the battery and induction coil; a pencil of
carbon, C, P, about three-eighths of an inch in diameter, and two inches
long, having a ring of ebonite, V, fixed around its center, is placed in
the holes of the two fixed blocks; the ebonite ring fitting loosely in
between the two blocks so as to prevent the pencil from touching the
bottom of the holes in the blocks. The space between the blocks is
closed with wax, W, to exclude the air, but not to touch the ring on the
pencil. A block of cork fitting close to the carbon blocks on all sides
is then firmly secured to the other block of cork. The microphone should
lie horizontally or at a slight angle.

This microphone produces in any good telephone perfect articulation in a
loud and full tone. In these microphones there is certainly "looseness
and delicacy of contact," and there is a "jolting or shaking motion,"
and it does not seem possible that there can be any "pressure of one
carbon against another."

I repeat the question I asked at the beginning of this communication,
and hope that it may elicit from you, or some of our scientific men, an
explanation of the theory of the action of this form of microphone.

W.C. BARNEY.

       *       *       *       *       *




THE DEMBINSKI MICROPHONIC TELEPHONE TRANSMITTER.


This apparatus, which is shown by Figs. 1, 2, and 3, consists of a
wooden case, A, of oblong shape, closed by a lid fixed by hinges to the
top or one side of the case. The lid is actually a frame for holding a
piece of wire gauze, L L, through which the sound waves from the voice
can pass. In the case a flat shallow box, E F (or several boxes), is
placed, on the lid of which the carbon microphone, D C (Figs. 1 and 3),
which is of the ordinary construction, is placed. The box is of thin
wood, coated inside with petroleum lamp black, for the purpose of
increasing the resonance. It is secured in two lateral slides, fixed to
the case. The bottom of the box is pierced with two openings, resembling
those in a violin (Fig. 2). Lengthwise across the bottom are stretched a
series of brass spiral springs, G G G, which are tuned to a chromatic
scale. On the bottom of the case a similar series of springs, not shown,
are secured. The apparatus is provided with an induction coil, J, which
is connected to the microphone, battery, and telephone receiver (which
may be of any known description) in the usual manner.

[Illustration: Fig. 1.]

The inventors claim that the use of the vibrating springs give to the
transmitter an increased power over those at present in use. They state
that the instrument has given very satisfactory results between Ostende
and Arlon, a distance of 314 kilometers (about 200 miles). It does not
appear, however, that microphones of the ordinary Gower-Bell type, for
example, were tried in competition with the new invention, and in the
absence of such tests the mere fact that very satisfactory results were
obtained over a length of 200 miles proves very little. With reference
to a statement that whistling could be very clearly heard, we may remark
that experience has many times proved that the most indifferent form of
transmitter will almost always respond well and even powerfully to such
forms of vibration.--_Electrical Review_.

[Illustration: Fig. 2.]

[Illustration: Fig. 3.]

       *       *       *       *       *




NEW GAS LIGHTERS.


We are going to make known to our readers two new styles of electric
lighters whose operation is sure and quick, and the use of which is just
as economical as that of those quasi-incombustible little pieces of wood
that we have been using for some years under the name of matches.

[Illustration: Fig. 1.--MODE OF USING THE GAS LIGHTER.]

The first of these is a portable apparatus designed for lighting gas
burners, and is based upon the calorific properties of the electric
spark produced by the induction bobbin. Its internal arrangement is such
as to permit of its being used with a pile of very limited power and
dimensions. The apparatus has the form of a rod of a length that may be
varied at will, according to the height of the burner to be lighted, and
which terminates at its lower part in an ebonite handle about 4
centimeters in width by 20 in length (Fig. 1). This handle is divided
into two parts, which are shown isolatedly in Fig. 2, and contains the
pile and bobbin. The arrangement of the pile, A, is kept secret, and all
that we can say of it is that zinc and chloride of silver are employed
as a depolarizer. It is hermetically closed, and carries at one of its
extremities a disk, B, and a brass ring, C, attached to its poles and
designed to establish a communication between the pile and bobbin when
the two parts of the apparatus are screwed together. To this end, two
elastic pieces, D and E, fit against B and C and establish a contact. It
is asserted that the pile is capable of being used 25,000 times before
it is necessary to recharge it. H is an ebonite tube that incloses and
protects the induction bobbin, K, whose induced wire communicates on the
one hand with the brass tube, L, and on the other with an insulated
central conductor, M, which terminates at a point very near the
extremity of the brass tube. The currents induced in this wire produce a
series of sparks between the tube, L, and the rod, M, which light the
gas when the extremity of the apparatus is placed in proximity with the
burner.

[Illustration: Fig. 2. MECHANISM OR THE INDUCTION SPARK GAS LIGHTER.]

The ingenious and new part of the system lies in the mode of exciting
the induced currents. When the extremity of the tube, L, is brought near
the gas burner that is to be lighted, it is only necessary to shove the
botton, F, from left to right in order to produce a _limited_ number of
sparks sufficient to effect the lighting. The motion of the button has
not for effect, as might be believed, the closing of the circuit of the
pile upon the inducting circuit of the bobbin. In fact in its normal
position, the vibrator is distant from its contact, and the closing of
the circuit would produce no action. The motion of F produces a
_mechanical_ motion of the spring of the vibrator, which latter acts for
a few instants and produces a certain number of contacts that give rise
to an equal number of sparks. Owing to this arrangement, the expenditure
of electric energy required by each lighting is limited; and, an another
hand, the vibrator, which would be incapable of operating if it had to
be set in motion by the direct current from the pile, can be actuated
_mechanically_. As the motion of the vibrator is derived from the hand
of the operator, and not from the pile, it will be comprehended that the
latter can, everything being equal, produce a larger number of lightings
than an ordinary bobbin and vibrator.

[Illustration: Fig. 3.--INCANDESCENT GAS LIGHTER.]

Dr. Naret's _Fiat Lux_ (Fig. 3) is simpler in its operation, and cheaper
of application, since it takes its current from the ordinary piles that
supply domestic call-bells. It consists essentially of a fine platinum
wire supported by a tilting device in connection with the two poles of a
pile composed of three Leclanche elements. Upon exerting a vertical
pressure on the button placed to the left of the apparatus, either
directly or by means of a cord, we at the same time turn the cock and
cause the platinum spiral to approach, and the latter then becomes
incandescent as a consequence of the closing of the circuit of the pile.
After the burner is lighted it is only necessary to leave the apparatus
to itself. The cock remains open, the spiral recedes from the burner,
the circuit opens anew, and the burner remains lighted until the gas is
turned off. This device, then, is particularly appropriate in all cases
where there is a pressing need of light, for a single maneuver suffices
to open the cock and effect a lighting of the burner.--_La Nature_.

       *       *       *       *       *




DISTRIBUTION OF HEAT WHICH IS DEVELOPED BY FORGING.


On the 8th of June. 1874, Tresca presented to the French Academy some
considerations respecting the distribution of heat in forging a bar of
platinum, and stated the principal reasons which rendered that metal
especially suitable for the purpose. He subsequently experimented, in a
similar way, with other metals, and finally adopted Senarmont's method
for the study of conductibility. A steel or copper bar was carefully
polished on its lateral faces, and the polished portion covered with a
thin coat of wax. The bar thus prepared was placed under a ram, of known
weight, P, which was raised to a height, H, where it was automatically
released so as to expend upon the bar the whole quantity of work _T=PH,_
between the two equal faces of the ram and the anvil. A single shock
sufficed to melt the wax upon a certain zone and thus to limit, with
great sharpness, the part of the lateral faces which had been raised
during the shock to the temperature of melting wax. Generally the zone
of fusion imitates the area comprised between the two branches of an
equilateral hyperbola, but the fall can be so graduated as to restrict
this zone, which then takes other forms, somewhat different, but always
symmetrical. If A is the area of this zone, b the breadth of the bar, d
the density of the metal, c its capacity for heat, and t-t0 the excess
of the melting temperature of wax over the surrounding temperature, it
is evident that, if we consider A as the base of a horizontal prism
which is raised to the temperature t, the calorific effect may be
expressed by:

  Ab x d x C(t-t0);

and on multiplying this quantity of heat by 425 we find, for the value
of its equivalent in work,

  T' = 425 AbdC(t-t0).

On comparing T' to T we may consider the experiment as a mechanical
operation, having a minimum of:

  T'/T = (425/PH)AbdC(t-t0).

After giving diagrams and tables to illustrate the geometrical
disposition of the areas of fusion, Tresca feels justified in concluding
that the development of heat depends upon the form of the faces and the
intensity of the shock; that the points of greatest heat correspond to
the points of greatest flow of the metal, and that this flow is really
the mechanical phenomenon which gives rise to the calorific phenomenon;
that for action sufficiently energetic and for bars of sufficient
dimensions, about 0.8 of the labor expended on the blow may be found
again in the heat; that the figures formed in the melted wax for shocks
of less intensity furnish a kind of diagram of the distribution of the
heat and of the deformation in the interior of the bar, but that the
calculation of the coefficient of efficiency does not yield satisfactory
results in the case of moderate blows.--_Comptes Rendus_.

       *       *       *       *       *




TIN IN CANNED FOODS.

[Footnote: Read at an evening meeting of the Pharmaceutical Society,
March 5, 1884.]

By PROFESSOR ATTFIELD, F.R.S., ETC.


From time to time, during the past twelve years, paragraphs have
appeared in newspapers and other periodicals tending in effect to warn
the public at least against the indiscriminate use of canned foods. And
whenever there has been any foundation in fact for such cautions, it has
commonly rested on the alleged presence and harmfulness of tin in the
food. At the worst, the amount of tin present has been absurdly small,
affording an opportunity for one literary representative of medicine to
state that before a man could be seriously affected by the tin, even if
it occurred in the form of a compound of the metal, he would have to
consume at a meal ten pounds of the food containing the largest amount
of tin ever detected.

But the greatest proportions of tin thus referred to are, according to
my experiments, far beyond those ever likely to be actually present in
the food itself in the form of a compound of tin; present, that is to
say, on account of the action of the fluids or juices of the food on the
tin of the can. Such action and such consequent solution of the tin, and
consequent admixture of a possibly assimilable compound of tin with the
food, in my opinion never occurs to an extent which in relation to
health has any significance whatever. The occurrence of tin, not as a
compound, but as the metal itself, is, if possible, still less
important.

During the last fifteen years I have frequently examined canned foods,
not only with respect to the food itself as food, and to the process of
canning, but with regard to the relation of the food to, or the
influence if any of the metal of, the can itself. So lately as within
the past two or three months I have examined sixteen varieties of canned
food for metals, with the following results:

                                  Decimal parts of
                                    a grain of tin
                                 (or other foreign
                                 metal) present in
  Name of article               a quarter of a lb.
  examined.

  Salmon                               none.
  Lobsters                             none.
  Oysters                              0.004
  Sardines                             none.
  Lobster paste                        none.
  Salmon paste                         none.
  Bloater paste                        0.002
  Potted beef                          none.
  Potted tongue                        none.
  Potted "Strasbourg"                  none.
  Potted ham                           0.002
  Luncheon tongue                      0.003
  Apricots                             0.007
  Pears                                0.003
  Tomatoes                             0.007
  Peaches                              0.004

These proportions of metal are, I say, undeserving of serious notice. I
question whether they represent more than the amounts of tin we
periodically wear off tin saucepans in preparing food--a month ago I
found a trace of tin in water which had been boiled in a tin kettle--or
the silver we wear off our forks and spoons. There can be little doubt
that we annually pass through our systems a sensible amount of such
metals, metallic compounds, and other substances that do not come under
the denomination of food; but there is no evidence that they ever did or
are ever likely to do harm or occasion us the slightest inconvenience.
Harm is far more likely to come to us from noxious gases in the air we
breathe than from foreign substances in the food we eat.

But whence come the much less minute amounts of tin--still harmless, be
it remembered--which have been stated to be occasionally present in
canned foods? They come from the minute particles of metal chipped off
from the tin sheets in the operations of cutting, bending, or hammering
the parts of the can, or possibly melted off in the operations necessary
for the soldering together of the joints of the can. Some may, perhaps,
be cut, off by the knife in opening a can. At all events I not
unfrequently find such minute particles of metal on carefully washing
the external surfaces of a mass of meat just removed from a can, or on
otherwise properly treating canned food with the object of detecting
such particles. The published processes for the detection of tin in
canned food will not reveal more than the amounts stated in the table,
or about those amounts; that is to say, a few thousandths or perhaps two
or three hundredths of a grain, if this precaution be adopted. If such
care be not observed, the less minute amounts may be found. I did not
detect any metallic particles in the twelve samples of canned food just
mentioned, but during the past few years I have occasionally found small
pieces of metal, perhaps amounting in some of the cases to a few tenths
of a grain per pound. Now and then small shot-like pieces of tin, or
possibly solder, may be met with; but no one has ever found, to my
knowledge, such a quantity of actual metallic tin, tinned iron, or
solder as, from the point of view of health, can have any significance
whatever.

The largest amount of tin I ever detected in actual solution in food was
in some canned soup, containing a good deal of lemon juice. It amounted
to only three-hundredths of a grain in a half pint of the soup as sent
to table. Now, Christison says that quantities of 18 to 44 grains of the
very soluble chloride of tin were required to kill dogs in from one to
four days. Orfila says that several persons on one occasion dressed
their dinner with chloride of tin, mistaking it for salt. One person
would thus take not less than 20 to 30 grains of this soluble compound
of tin. Yet only a little gastric and bowel disturbance followed, and
from this all recovered in a few days. Pereira says that the dose of
chloride of tin as an antispasmodic and stimulant is from 1/16 to ½ a
grain repeated two or three times daily. Probably no article of canned
food, not even the most acid fruit, if in a condition in which it can be
eaten, has ever contained, in an ordinary table portion, as much of a
soluble salt of tin as would amount to a harmless or useful medicinal
dose.

Metallic particles of tin are without any effect on man. A thousand
times the quantity ever found in a can of tinned food would do no harm.

Food as acid as say ordinary pickles would dissolve tin. Some
manufacturers once proposed using tin stoppers to their bottles of
pickles. But the tin was slowly dissolved by the acid of the vinegar.
These pickles, however, had a distinctly nasty "metallic" flavor. The
idea was abandoned. Probably any article of food containing enough tin
to disagree with the system would be too nasty to eat. Purchasers of
food may rest assured that the action taken by this firm would be that
usually followed. It is not to the interest of manufacturers or other
venders to offend the senses of purchasers, still less to do them actual
harm, even if no higher motive comes into force.

In the early days of canning, it is just possible that the use of
"spirits of salt" in soldering may have resulted in the presence of a
little stannous, plumbous, or other chloride in canned food; but such a
fault would soon be detected and corrected, and as a matter of fact,
resin-soldering is to my knowledge more generally employed--indeed, for
anything I know to the contrary, is exclusively employed--in canning
food. Any resin that trained access would be perfectly harmless. It is
just possible, also, that formerly the tin itself may have contained
lead, but I have not found any lead in the sheet tin used for canning of
late years.

In conclusion: 1. I have never been able to satisfy myself that a can of
ordinary tinned food contains even a useful medicinal dose of such a
true soluble _compound_ of tin as is likely to have any effect on man.
2. As for the metal itself, that is the filings or actual metallic
particles or fragments, one ounce is a common dose as a vermifuge;
harmless even in that quantity to man, and not always so harmful as
could be desired to the parasites for whose disestablishment it is
administered. One ounce might be contained in about four hundredweight
of canned food. 3. If a possibly harmful quantity of a soluble compound,
of tin be placed in a portion of canned food, the latter will be so
nasty and so unlike any ordinary nasty flavor, so "metallic," in fact,
that no sane person will eat it. 4. Respecting the globules of solder
(lead and tin) that are occasionally met with in canned food, I believe
most persons detect them in the mouth and remove them, as they would
shots in game. But if swallowed, they do no harm. Pereira says that
metallic lead is probably inert, and that nearly a quarter of a pound
has been administered to a dog without any obvious effects. He goes on
to say that as it becomes oxidized it occasionally acquires activity,
quoting Paulini's statement that colic was produced in a patient who had
swallowed a leaden bullet. To allay alarm in the minds of those who fear
they might swallow pellets of solder, I may add that Pereira cites
Proust for the assurance that an alloy of tin and lead is less easily
oxidized than pure lead. 5. Unsoundness in meat does not appear to
promote the corrosion or solution of tin. I have kept salmon in cans
till it was putrid, testing it occasionally for tin. No trace of tin was
detected. Nevertheless, food should not be allowed to remain for a few
days, or even hours, in saucepans, metal baking pans, or opened tins or
cans, otherwise it _may_ taste metallic. 6. Unsound food, canned or
uncanned, may, of course, injure health, and where canned food really
has done harm, the harm has in all probability been due to the food and
not to the can. 7. What has been termed idiosyncrasy must also be borne
in mind. I know a man to whom oatmeal is a poison. Some people cannot
eat lobsters, either fresh or tinned. Serious results have followed the
eating of not only oatmeal or shell fish, but salmon and mutton;
_hydrate_ (misreported _nitrate_) of tin being gratuitously suggested as
being contained in the salmon in one case. Possibly there were cases of
idiosyncrasy in the eater, possibly the food was unsound, possibly other
causes altogether led to the results, but certainly, to my mind, the tin
had nothing whatever to do with the matter.

In my opinion, given after well weighing all evidence hitherto
forthcoming, the public have not the faintest cause for alarm respecting
the occurrence of tin, lead, or any other metal in canned foods.--_Phar.
Jour, and Trans., March 8, 1884, p. 719_.

[In reference to Prof. Attfield's statement contained in the closing
paragraph, we remark: It is well known that mercury is an ingredient of
the solder used in some canning concerns, as it makes an easier melting
and flowing solder. In THE SCIENTIFIC AMERICAN for May 27, 1876, in a
report of the proceedings of the New York Academy of Science, will be
seen the statement of Prof. Falke, who found metallic mercury in a can
of preserved corn beef, together with a considerable quantity of
albuminate of mercury.--EDS. S.A.]

       *       *       *       *       *




VILLA AT DORKING.


The house shown in the illustration was lately erected from the designs
of Mr. Charles Bell, F.R.I.B.A. Although sufficiently commodious, the
cost has been only about 1,050_l_.--_The Architect_.

[Illustration: SUGGESTIONS IN ARCHTECTURE.--AN ENGLISH COTTAGE. COST,
$5,250.]

       *       *       *       *       *

Valerianate of cerium in the vomiting of pregnancy is recommended by Dr.
Blondeau in a communication to the _Societe de Therapeutique_. He gives
it in doses of 10 centigrammes three times a day.--_Medical Record_.

       *       *       *       *       *


[Illustration: ARM CHAIR IN THE LOUVRE COLLECTION, PARIS; FLENISH
RENAISSANCE.--_From The Workshop._]

       *       *       *       *       *




TECHNICAL EDUCATION IN AMERICA.


If there is one point more than another in which the exuberant youth and
vitality of the American nation is visible it is in that of education,
the provision for which is on a most generous scale, carried out with a
determination at which the older countries of the Eastern Hemisphere
have only arrived by slow degrees and painful experience. Of course the
Americans, being young, and having come to the fore, so to speak,
full-fledged, have been able to profit by the lessons which they have
derived from their neighbors--though it is none the less to their credit
that they have profited so well and so quickly. Technical and industrial
education has received a more general recognition, and been developed
more rapidly, than the general education of the country, partly for the
reason that there is no uniform system of the latter throughout the
States, but that each individual State and Territory does that which is
right in its own eyes. The principal reason, however, is that to possess
the knowledge, how to work is the first creed of the American, who
considers that the right to obtain that knowledge is the birthright of
every citizen, and especially when the manual labor has to be
supplemented by a vigorous use of brains. The Americans as a rule do not
like heavy or coarse manual labor, thinking it beneath them; and,
indeed, when they can get Irish and Chinese to do it for them, perhaps
they are not far wrong. But the idea of idleness and loafing is very far
from the spirit of the country, and this is why we see the necessity for
industrial education so vigorously recognized, both as a national duty,
and by private individuals or communities of individuals.

From whatever source it is provided, technical education in the United
States comes mainly within the scope of two classes of institutions,
viz., agricultural and mechanical colleges; although the two are, as
often as not, combined under one establishment, and particularly it
forms the subject of a national grant. Indeed, it may be said that the
scope of industrial education embraces three classes: the farmer, the
mechanic, and the housekeeper; and in the far West we find that
provision is made for the education of these three classes in the same
schools, it being an accepted idea in the newer States that man and
woman (the housekeeper) are coworkers, and are, therefore, entitled to
equal and similar educational privileges. On the other hand, in the more
conservative East and South, we find that the sexes are educated
distinct from each other. In the East, there is generally, also, a
separation of subjects. In Massachusetts, for instance, the colleges of
agriculture and mechanics are separate affairs, the students being
taught in different institutions, viz., the agricultural college and the
institute of technology. In Missouri the separation is less defined, the
School of Mines and Metallurgy being the, only part that is distinct
from the other departments of the University.

One of the chief reasons for the necessity for hastening the extension
of technical education in America was the almost entire disappearance of
the apprenticeship system, which, in itself, is mainly due to the
subdivision of labor so prevalent in the manufacture of everything, from
pins to locomotives. The increased use of machinery, the character of
which is such as often to put an end to small enterprises, has promoted
this subdivision by accumulating workmen in large groups. The beginner,
confining himself to one department, is soon able to earn wages, and so
he usually continues as he begins. Mr. C.B. Stetson has written on this
subject with great force and earnestness, and it will not be amiss to
quote a sentence as to the advantages enjoyed by the technically
workman. He says that "it is the rude or dexterous workman, rather than
the really skilled one, who is supplanted by machinery. Skilled labor
requires thinking; but a machine never thinks, never judges, never
discriminates. Though its employment does, indeed, enable rude laborers
to do many things now which formerly could only be done by dexterous
workmen, it is clear that its use has decidedly increased the relative
demand for skilled labor as compared with unskilled, and there is
abundant room for an additional increase, if it is true, as declared by
the most eminent authority, that the power now expended can be readily
made to yield three or four times its present results, and ultimately
ten or twenty times, when masters and workmen can be had with sufficient
intelligence and skill for the direction and manipulation of the tools
and machinery that would be invented."

The establishment of colleges and universities by the aid of national
grants has depended very much for their character upon the industrial
tendencies of the respective States, it being understood that the land
grants have principally been given to those of the newer States and
Territories which required development, although some of the
institutions of the older States on the Atlantic seaboard have also been
recipients of the same fund, which in itself only dates from an act of
Congress in 1862. In California and Missouri, both States abounding in
mineral resources, there are courses in mining and metallurgy provided
in the institutions receiving national aid. In the great grain-producing
sections of the Mississippi Valley the colleges are principally devoted
to agriculture, whereas the characteristic feature of the Iowa and
Kansas schools is the prominence given to industries.

We need not devote attention to the aims and arrangements of the
agricultural colleges proper, but will pass at once to those which deal
with the mechanical arts, dealing first of all with those that are
assisted by the national land grant. Taking them alphabetically, we have
first the State Agricultural College of Colorado, in the mechanical and
drawing department of which shops for bench work in wood and iron and
for forging have been recently erected, this institution being one of
the newest in America. In the Illinois Industrial University the student
of mechanical engineering receives practice in five shops devoted to
pattern-making, blacksmithing, moulding and founding, benchwork for
iron, and machine tool-work for iron. In the first shop the practice
consists of planing, chiseling, turning, and the preparation of patterns
for casting. The ordinary blacksmithing operations take place in the
second shop, and those of casting in the third. In the fourth there is,
first of all, a course of freehand benchwork, and afterward the fitting
of parts is undertaken. In the fifth shop all the fundamental operations
on iron by machinery are practiced, the actual work being carefully
outlined beforehand by drawings. This department of the University
consists, in point of fact, of three separate schools, destined to
qualify the student for every kind of engineering--mining, railway,
mechanical, and architectural. In addition to the shops and machine
rooms, there are well furnished cabinets of geological and mineralogical
specimens, chemical laboratories for assaying and metallurgy, stamp
mill, furnaces, etc., and, in fact, every known vehicle for practical
instruction. The school of architecture prepares students for the
building profession. Among the subjects in this branch are office work
and shop practice, constructing joints in carpentry and joinery, cabinet
making and turning, together with modeling in clay. The courses in
mathematics, mechanics and physics are the same as those in the
engineering school; but the technical studies embrace drawing from
casts, wood, stone, brick, and iron construction, turners' work,
slating, plastering, painting, and plumbing, architectural drawing and
designing, the history and aesthetics of architecture, estimates,
agreements specification, heating, lighting, draining, and ventilation.
The student's work from scale drawing occupies three terms, carpentry
and joinery being taught in the first year, turning and cabinet making
in the second, metal and stone work in the third. A more condensed
course, known as the builder's course, is given to those who can only
stop one year. The machine shop has a steam engine of 16 horse power,
two engines and three plain lathes, a planer, a large drill press, a
pattern shop, a blacksmith's shop, all of the machinery having been
built on the spot. The carpenter's shop is likewise supplied with
necessary machine tools, such as saws, planers, tenoning machine,
whittlers, etc., the power being furnished by the machine shop. At the
date of the last University report, there were 41 students in the
courses of mechanical engineering, 41 in those of civil engineering, 3
in mining engineering, and 14 in architecture. Tuition is free in all
the University classes, though each student has to pay a matriculation
fee of $10, and the incidental expenses amount to about $23 annually. He
is charged for material used or apparatus broken, but not for the
ordinary wear and tear of instruments. It should be mentioned that the
endowment of the Illinois Industrial University is from scrip received
from the Government for 480,000 acres of land, of which 454,460 have
been sold for $319,178. The real estate of the University, partly made
up by donations and partly by appropriations made in successive sessions
by the State of Illinois, is estimated at $450,000.

The Purdue University in Indiana, named after its founder, who gave
$150,000, which was supplemented by another $50,000 from the State and a
bond grant of 390,000 acres, also provides a very complete mechanical
course, with shop instruction, divided as follows:

  Bench working in wood    for 12 weeks, or 120 hours.
  Wood-turning              "   4   "     "  40  "
  Pattern-making            "  12   "     " 120  "
  Vise-work in iron         "  10   "     " 100  "
  Forging in iron and steel "  18   "     " 180  "
  Machine tool-work in iron "  20   "     " 200  "

The course in carpentry and joinery embraces: 1. Exercising in sawing
and planing to dimensions. 2 Application, or box nailed together. 3
Mortise and tenon joints; a plain mortise and tenon; an open dovetailed
mortise and tenon (dovetailed halving); a dovetailed keyed mortise and
tenon. 4. Splices. 5. Common dovetailing. 6. Lap dovetailing and
rabbeting. 7. Blind or secret dovetail. 8. Miter-box. 9. Carpenter's
trestle. 10. Panel door. 11. Roof truss. 12. Section of king-post truss
roof. 13. Drawing model.

The course in wood turning includes: 1. Elementary principles: first,
straight turning; second, cutting in; third, convex curves with the
chisel; fourth, compound curves formed with the gouge. 2. File and
chisel handles. 3. Mallets. 4. Picture frames (chuck work). 5. Card
receiver (chuck work). 6. Watch safe (chuck work). 7. Ball.

In the pattern-making course the student is supposed to have some skill
in bench and lathe work, which will be increased; the direct object
being to teach what forms of pattern are in general necessary, and how
they must be constructed in order to get a perfect mould from them. The
character of the work differs each year. For instance, for the last
year, besides simpler patterns easily drawn from the sand, such as
glands, ball-cranks, etc., there were a series of flanged pipe-joints
for 2½ in. pipes, including the necessary core boxes; also pulley
patterns from 6 in. to 10 in. diameter, built in segments for strength,
and to prevent warping and shrinkage; and, lastly, a complete set of
patterns for a three horse-power horizontal steam engine, all made from
drawings of the finished piece. In the vise work in iron, the chief
requirements are these: 1, given a block of cast iron 4 in. by 2 in. by
1½ in. in thickness, to reduce the thickness ¼ in. by chipping, and then
finishing with the file; 2, to file a round hole square; 3, to file a
round hole into elliptical; 4, given a 3 in. cube of wrought iron, to
cut a spline 3 in. by 3/8 in. by ¼ in., and second, when the under side
is a one half round hollow--these two cuts involve the use of the cope
chisel and the round nose chisel, and are examples of very difficult
chipping; 5, round tiling or hand-vise work; 6, scraping; 7, special
examples of fitting. In the forging classes are elementary processes,
driving, bending, and upsetting; courses in welding; miscellaneous
forging; steel forging, including hardening and tempering in all its
details.

It is worth mentioning that in the industrial art school of the Purdue
University there were 13 of the fair sex as students, besides one in the
chemical school, and two going through the mechanical courses just
detailed, showing that the scope of woman's industry is less limited in
America than in England. The Iowa State Agricultural College has also
two departments of mechanical and civil engineering, the former
including a special course of architecture. The workshop practice, which
occupies three forenoons of 2½ hours each per week, is, however, of more
general character, and is not pursued with such a regard to any special
calling as in the case of the Purdue University.

The Kansas State Agricultural College has a course of carpentry, though
designed rather more to meet the everyday necessities of a farmer's
life. In fact, all the students are obliged to attend these classes, and
take the same first lessons in sawing, planing, lumber dressing, making
mortises, tenons, and joints, and in general use of tools--just the kind
of instruction that every English lad should have before he is shipped
off to the Colonies. This farmer's course in the Kansas College provides
for a general training in mechanical handiwork, but facilities are given
also to those who wish to follow out the trade, and special instruction
is provided in the whole range of work, from framing to stair-building,
as also in iron work, such as ordinary forging, filing, tempering, etc.
Of the students attending this college, 75 percent, are from farmers'
homes, and the majority of the remainder from the families of mechanics
and tradesmen.

The State College of Maine provides courses for both civil and
mechanical engineers, and has two shops equipped according to the
Russian system. Forge and vise work are taught in them, though it is not
the object of the college so much to teach the details of any one trade
as to qualify students by general knowledge to undertake any of them
afterward. A much more complete and thorough technical education is
given in the Massachusetts Institute of Technology at Boston, where
there are distinct classes for civil, mechanical, mining, geological,
and architectural engineering. The following are the particulars of the
instruction in the architectural branch, which commences in the
student's second year, with Greek, Roman, and Mediæval architectural
history, the Orders and their applications, drawing, sketching, and
tracing, analytic geometry, differential calculus, physics, descriptive
geometry, botany, and physical geography. In the third year the course
is extended to the theory of decoration, color, form, and proportion;
conventionalism, symbolism, the decorative arts, stained glass, fresco
painting, tiles, terra-cotta, original designs, specifications, integral
calculus, strength of materials, dynamics, bridges and roofs,
stereotomy. In the fourth year the student is turned out a finished
architect, after a course of the history of ornament, the theory of
architecture, stability of structure, flow of gases, shopwork
(carpentry), etc.

The number of students in this very comprehensive Institute of
Technology was, by the latest report, 390, of whom 138 were undergoing
special courses, 39 were in the schools of mechanical art, and 49 in the
Lowell School of Practical Design. Tuition is charged at the rate of 200
dols. for the institute proper, and 150 dols. for the mechanical
schools, the average expenses per student being about 254 dols. There
are 10 free scholarships, of which two are given for mechanical art. The
Lowell School has been established by the trustee of the Lowell
Institute to afford free technical education, under the auspices of the
Institute of Technology, to both sexes--a large number of young women
availing themselves of it in connection with their factory work at
Lowell. The courses include practical designs for manufactures, and the
art of making patterns for prints, delaines, silks, paperhangings,
carpets, oilcloth, etc., and the school is amply provided with pattern
looms. Indeed, the whole of the appliances for practical teaching at the
Institute are on such a complete scale that at the risk of being a
little tedious it is as well to enumerate them. They comprise
laboratories devoted to chemistry, mineralogy, metallurgy, and
industrial chemistry; there are also microscopic, spectroscopic, and
organic laboratories. In other branches there are laboratories and
museums of steam engineering, mining, and metallurgy, biology and
architecture, together with an observatory, much used in connection with
geodesy and practical astronomy. The steam engineering laboratory
provides practice in testing, adjusting, and managing steam machinery.
The appliances in connection with mining and metallurgy include a
five-stamp battery, Blake crusher, automatic machine jigs, an engine
pulverizer, a Root and a Sturtevant blower, with blast reverberating,
wasting, cupellation, and fusion furnaces, and all other means for
reducing ores. The architectural museum contains many thousand casts,
models, photographs, and drawings. The shops for handwork are large and
well arranged, and include a vise-shop, forge shop, machine, tool, and
lathe shops, foundry, rooms for pattern making, weaving, and other
industrial institutions. The vise-shop contains four heavy benches, with
32 vises attached, giving a capacity for teaching 128 students the
course every ten weeks, or 640 in a year of fifty weeks. The forge-shop
has eight forges. The foundry has 16 moulding benches, an oven for core
baking, and a blast furnace of one-half ton capacity. The
pattern-weaving room is provided with five looms, one of them in
20-harness, and 4-shuttle looms, and another an improved Jacquard
pattern loom. It may safely be said that there is nor an establishment
in the world better equipped for industrial and technical education than
this Institute of Massachusetts.--_London Building News_.

       *       *       *       *       *

IVORY GETTING SCARCE.--The stock of ivory in London is estimated at
about forty tons in dealers' private warehouses, whereas formerly they
usually held about one hundred tons. One fourth of all imported into
England goes to the Sheffield cutlers. No really satisfactory substitute
for ivory has been found, and millions await the discoverer of one. The
existing substitutes will not take the needed polish.

       *       *       *       *       *




THE ANAESTHETICS OF JUGGLERS.


Fakirs are religious mendicants who, for the purpose of exciting the
charity of the public, assume positions in which it would seem
impossible that they could remain, submit themselves to fearful
tortures, or else, by their mode of living, their abstinence, and their
indifference to inclement weather and to external things, try to make
believe that, owing to their sanctity, they are of a species superior to
that of common mortals.

In the Indies, these fakirs visit all the great markets, all religious
fetes, and usually all kinds of assemblages, in order to exhibit,
themselves. If one of them exhibits some new peculiarity, some curious
deformity, a strange posture, or, finally, any physiological curiosity
whatever that surpasses those of his confreres, he becomes the
attraction of the fete, and the crowd surrounds him, and small coin and
rupees begin to fall into his bowl.

Fakirs, like all persons who voluntarily torture themselves, are curious
examples of the modifications that will, patience, and, so to speak,
"art" can introduce into human nature, and into the sensitiveness and
functions of the organs. If these latter are capable of being improved,
of having their functions developed and of acquiring more strength (as,
for example, the muscles of boxers, the breast of foot racers, the voice
of singers, etc.), these same organs, on the contrary, can be atrophied
or modified, and their functions be changed in nature. It is in such
degradation and such degeneration of human nature that fakirs excel, and
it is from such a point of view that they are worth studying.

We may, so to speak, class these individuals according to the grades of
punishments that they inflict upon themselves, or according to the
deformities that they have caused themselves to undergo. But, as we have
already said, the number of both of these is extremely varied, each
fakir striving in this respect to eclipse his fellows. It is only
necessary to open a book of Indian travel to find descriptions of fakirs
in abundance; and such descriptions might seem exaggerated or unlikely
were they not so concordant. The following are a few examples:

_Immovable fakirs_.--The number of these is large. They remain immovable
in the spot they have selected, and that too for an exceedingly long
period of time. An example of one of these is cited who remained
standing for twelve years, his arms crossed upon his breast, without
moving and without lying or sitting down. In such cases charitable
persons always take it upon themselves to prevent the fakir from dying
of starvation. Some remain sitting, immovable, and apparently lifeless,
while others, who lie stretched out upon the ground, look like corpses.
It may be easily imagined what a state one of these beings is in after a
few months or years of immobility. He is extremely lean, his limbs are
atrophied, his body is black with filth and dust, his hair is long and
dishevelled, his beard is shaggy, his finger and toe nails have become
genuine claws, and his aspect is frightful. This, however, is a
character common to all fakirs.

We may likewise class among the immovables those fakirs who cause
themselves to be interred up to the neck, and who remain thus with their
head sticking out of the ground either during the entire time the fair
or fete lasts or for months and years.

_Anchylotic Fakirs_.--The number of fakirs who continue to hold one or
both arms outstretched is very large in India. The following description
of one of them is given by a traveler: "He was a goussain--a religious
mendicant--who had dishevelled hair and beard, and horrible tattooings
upon his face, and, what was most hideous, was his left arm, which,
withered and anchylosed, stuck up perpendicularly from the shoulder. His
closed hand, surrounded by straps, had been traversed by the nails,
which, continuing to grow, had bent like claws on the other side.
Finally, the hollow of this hand, which was filled with earth, served as
a pot for a small sacred myrtle."

Other fakirs hold their two arms above their head, the hands crossed,
and remain perpetually in such a position. Others again have one or both
arms extended. Some hang by their feet from the limb of a tree by means
of a cord, and remain head downward for days at a time, with their face
uncongested and their voice clear, counting their beads and mumbling
prayers.

One of the most remarkable peculiarities of fakirs is the faculty that
certain of them possess of remaining entirely buried in vaults and
boxes, and inclosed in bags, etc., for weeks and months, and, although
there is a certain deceit as regards the length of their absolute
abstinence, it nevertheless seems to be a demonstrated fact that, after
undergoing a peculiar treatment, they became plunged into a sort of
lethargy that allows them to remain for several days or weeks without
taking food. Certain fakirs that have been interred under such
conditions have, it appears, passed ten months or a year in their grave.

_Tortured Fakirs_.--Fakirs that submit themselves to tortures are very
numerous. Some of them perform exercises analogous to those of the
Aissaoua. Mr. Rousselet, in his voyage to the Indies, had an opportunity
of seeing some of these at Bhopal, and the following is the picturesque
description that he gives of them: "I remarked some groups of religious
mendicants of a frightfully sinister character. They were Jogins, who,
stark naked and with dishevelled hair, were walking about, shouting, and
dancing a sort of weird dance. In the midst of their contortions they
brandished long, sharp poniards, of a special form, provided with steel
chains. From time to time, one of these hallucinated creatures would
drive the poniard into his body (principally into the sides of his
chest), into his arms, and into his legs, and would only desist when, in
order to calm his apparent fury, the idlers who were surrounding him
threw a sufficient number of pennies to him."

At the time of the feast of the Juggernaut one sees, or rather one _did_
see before the English somewhat humanized this ceremony, certain fakirs
suspended by their flesh from iron hooks placed along the sides of the
god's car. Others had their priests insert under their shoulder blades
two hooks, that were afterward fixed to a long pole capable of pivoting
upon a post. The fakirs were thus raised about thirty feet above ground,
and while being made to spin around very rapidly, smilingly threw
flowers to the faithful. Others, again, rolled over mattresses garnished
with nails, lance-points, poniards, and sabers, and naturally got up
bathed in blood. A large number cause 120 gashes (the sacred number) to
be made in their back and breast in honor of their god. Some pierce
their tongue with a long and narrow poniard, and remain thus exposed to
the admiration of the faithful. Finally, many of them are content to
pass points of iron or rods made of reed through folds in their skin. It
will be seen from this that fakirs are ingenious in their modes of
exciting the compassion and charity of the faithful.

Elsewhere, among a large number of savage tribes and half-civilized
peoples, we find aspirants to the priesthood of the fetiches undergoing,
under the direction of the members of the religious caste that they
desired to enter, ordeals that are extremely painful. Now, it has been
remarked for a long time that, among the neophytes, although all are
prepared by the same hands, some undergo these ordeals without
manifesting any suffering, while others cannot stand the pain, and so
run away with fright. It has been concluded from this that the object of
such ordeals is to permit the caste to make a selection from among their
recruits, and that, too, by means of anesthetics administered to the
chosen neophytes.

In France, during the last two centuries, when torturing the accused was
in vogue, some individuals were found to be insensible to the most
fearful tortures, and some even, who were plunged into a species of
somnolence or stupefaction, slept in the hands of the executioner.

What are the processes that permit of such results being reached?
Evidently, we cannot know them all. A certain number are caste, sect, or
family secrets. Many are known, however, at least in a general way. The
processes naturally vary, according to the object to be attained. Some
seem to consist only in an effort of the will. Thus, those fakirs who
remain immovable have no need of any special preparation to reach such a
result, and the same is the case with those who are interred up to the
neck, the will alone sufficing. Fakirs probably pass through the same
phases that invalids do who are forced to keep perfectly quiet through a
fracture or dislocation. During the first days the organism revolts
against such inaction, the constraint is great, the muscles contract by
starts, and then the patient gets used to it; the constraint becomes
less and less, the revolt of the muscles becomes less frequent, and the
patient becomes reconciled to his immobility. It is probable that after
passing several months or years in a state of immobility fakirs no
longer experience any desire to change their position, and even did they
so desire, it would be impossible owing to the atrophy of their muscles
and the anchylosis of their joints.

Those fakirs who remain with one or several limbs immovable and in an
abnormal position have to undergo a sort of preparation, a special
treatment; they have to enter and remain two or three mouths in a sort
of cage or frame of bamboo, the object of which is to keep the limb that
is to be immobilized in the position that it is to preserve. This
treatment, which is identical with the one employed by surgeons for
curing affections of the joints, has the effect of soldering or
anchylosing the articulation. When such a result is reached, the fakir
remains, in spite of himself and without fatigue, with outstretched
arms, and, in order to cause them to drop, he would have to undergo a
surgical operation.

As for those voluntary tortures that cause an effusion of blood, the
insensibility of those who are the victims of it is explainable when we
reflect that _India_ is _the_ country _par excellence_ of anæsthetic
plants. It produces, notably, Indian hemp and poppy, the first of which
yields hashish and the other opium. Now it is owing to these two
narcotics, taken in a proper dose, either alone or combined according to
a formula known to Hindoo fakirs and jugglers, but ignored by the lower
class, that the former are able to become absolutely insensible
themselves or make their adepts so.

[Illustration: INDIAN FAKIRS IN VARIOUS POSITIONS.]

There is, especially, a liquor known in the Indian pharmacopoeia under
the name of _bang_, that produces an exciting intoxication accompanied
with complete insensibility. Now the active part of bang consists of a
mixture of opium and hashish. It was an analogous liquor that the
Brahmins made Indian widows take before leading them to the funeral
pile. This liquor removed from the victims not only all consciousness of
the act that they were accomplishing, but also rendered them insensible
to the flames. Moreover, the dose of the anæsthetic was such that if, by
accident, the widow had escaped from the pile (something that more than
once happened, thanks to English protection), she would have died
through poisoning. Some travelers in Africa speak of an herb called
_rasch_, which is the base of anæsthetic preparations employed by
certain Arabian jugglers and sorcerers.

It was hashish that the Old Man of the Mountain, the chief of the sect
of Assassins, had recourse to for intoxicating his adepts, and it was,
it is thought, by the use of a virulent solanaceous plant--henbane,
thornapple, or belladonna--that he succeeded in rendering them
insensible. We have unfortunately lost the recipe for certain
anæsthetics that were known in ancient times, some of which, such as the
_Memphis stone_, appear to have been used in surgical operations. We are
also ignorant of what the wine of myrrh was that is spoken of in the
Bible.

We are likewise ignorant of the composition of the anæsthetic soap, the
use of which became so general in the 15th and 16th centuries that,
according to Taboureau, it was difficult to torture persons who were
accused. The stupefying recipe was known to all jailers, who, for a
consideration, communicated it to prisoners. It was this use of
anæsthetics that gave rise to the rule of jurisprudence according to
which partial or general insensibility was regarded as a certain sign of
sorcery. We may cite a certain number of preparations, which vary
according to the country, and to which is attributed the properly of
giving courage and rendering persons insensible to wounds inflicted by
the enemy. In most cases alcohol forms the base of such beverages,
although the _maslach_ that Turkish soldiers drink just before a battle
contains none of it, on account of a religious precept. It consists of
different plant-juices, and contains, especially, a little opium.
Cossacks and Tartars, just before battle, take a fermented beverage in
which has been infused a species of toadstool (_Agaricus muscarius_),
and which renders them courageous to a high degree.

As well known, the old soldiers of the First Empire taught the young
conscripts that in order to have courage and not feel the blows of the
enemy, it was only necessary to drink a glass of brandy into which
gunpowder had been poured.--_La Nature_.

       *       *       *       *       *

[SCHOOL OF MINES QUARTERLY.]




THE DEPOSITION OF ORES.

By J.S. NEWBERRY.

MINERAL VEINS.


In the _Quarterly_ for March, 1880, a paper was published on "The Origin
and Classification of Ore Deposits," which treated, among other things,
of mineral veins. These were grouped in three categories, namely: 1.
Gash Veins; 2. Segregated Veins; 3. Fissure Veins; and were defined as
follows:

_Gash Veins_.--Ore deposits confined to a single bed or formation of
_limestone_, of which the joints, and sometimes planes of bedding,
enlarged by the solvent power of atmospheric water carrying carbonic
acid, and forming crevices, galleries, or caves, are lined or filled
with ore leached from the surrounding rock, e.g., the lead deposits of
the Upper Mississippi and Missouri.

_Segregated Veins_.--Sheets of quartzose matter, chiefly lenticular and
conforming to the bedding of the inclosing rocks, but sometimes filling
irregular fractures across such bedding, found only in metamorphic
rocks, limited in extent laterally and vertically, and consisting of
material indigenous to the strata in which they occur, separated in the
process of metamorphism, e.g., quartz ledges carrying gold, copper, iron
pyrites, etc., in the Alleghany Mountains, New England, Canada, etc.

_Fissure Veins_.--Sheets of metalliferous matter filling fissures caused
by subterranean force, usually in the planes of faults, and formed by
the deposit of various minerals brought from a lower level by water,
which under pressure and at a high temperature, having great solvent
power, had become loaded with matters leached from different rocks, and
deposited them in the channels of escape as the pressure and temperature
were reduced.

Since that article was written, a considerable portion of several years
has been spent by the writer continuing the observations upon which it
was based. During this time most of the mining centers of the Western
States and Territories, as well as some in Mexico and Canada, were
visited and studied with more or less care. Perhaps no other portion of
the earth's surface is so rich in mineral resources as that which has
been covered by these observations, and nowhere else is to be found as
great a variety of ore deposits, or those which illustrate as well their
mode of formation. This is so true that it maybe said without
exaggeration that no one can intelligently discuss the questions that
have been raised in regard to the origin and mode of formation of ore
bodies without transversing and studying the great mining belt of our
Western States and Territories.

The observations made by the writer during the past four years confirm
in all essentials the views set forth in the former article in the
_Quarterly_, and while a volume might be written describing the
phenomena exhibited by different mines and mining districts, the array
of facts thus presented would be, for the most part, simply a
re-enforcement of those already given.

The present article, which must necessarily be short, would hardly have
a _raison d'etre_ except that it affords an opportunity for an addition
which should be made to the classes of mineral veins heretofore
recognized in this country, and it seems called for by the recent
publication of theories on the origin of ore deposits which are
incompatible with those hitherto presented and now held by the writer,
and which, if allowed to pass unquestioned, might seem to be
unquestionable.


BEDDED VEINS.

Certain ore deposits which have recently come under my observation
appear to correspond very closely with those that Von Cotta has taken as
types of his class of "bedded veins," and as no similar ones have been
noticed by American writers on ore deposits they have seemed to me
worthy of description.

These are zones or layers of a sedimentary rock, to the bedding of which
they are conformable, impregnated with ore derived from a foreign
source, and formed long subsequent to the deposition of the containing
formation. Such deposits are exemplified by the Walker and Webster, the
Piñon, the Climax, etc., in Parley's Park, and the Green-Eyed Monster,
and the Deer Trail, at Marysvale, Utah. These are all zones in quartzite
which have been traversed by mineral solutions that have by substitution
converted such layers into ore deposits of considerable magnitude and
value.

The ore contained in these bedded veins exhibits some variety of
composition, but where unaffected by atmospheric action consists of
argentiferous galena, iron pyrites carrying gold, or the sulphides of
zinc and copper containing silver or gold or both. The ore of the Walker
and Webster and the Piñon is chiefly lead-carbonate and galena, often
stained with copper-carbonate. That of the Green Eyed Monster--now
thoroughly oxidized as far as penetrated--forms a sheet from twenty to
forty feet in thickness, consisting of ferruginous, sandy, or talcose
soft material carrying from twenty to thirty dollars to the ton in gold
and silver. The ore of the Deer Trail forms a thinner sheet containing
considerable copper, and sometimes two hundred to three hundred dollars
to the ton in silver.

The rocks which hold these ore deposits are of Silurian age, but they
received their metalliferous impregnation much later, probably in the
Tertiary, and subsequent to the period of disturbance in which they were
elevated and metamorphosed. This is proved by the fact that in places
where the rock has been shattered, strings of ore are found running off
from the main body, crossing the bedding and filling the interstices
between the fragments, forming a coarse stock-work.

Bedded veins may be distinguished from fissure veins by the absence of
all traces of a fissure, the want of a banded structure, slickensides,
selvages, etc.; from gash veins and the floors of ore which often
accompany them, as well as from segregated veins, they are distinguished
by the nature of the inclosing rock and the foreign origin of the ore.
Sometimes the plane of junction between two contiguous sheets of rock
has been the channel through which has flowed a metalliferous solution,
and the zone where the ore has replaced by substitution portions of one
or both strata. These are often called blanket veins in the West, but
they belong rather to the category of contact deposits as I have
heretofore defined them. Where such sheets of ore occupy by preference
the planes of contact between adjacent strata, but sometimes desert such
planes, and show slickensided walls, and banded structure, like the
great veins of Bingham, Utah, these should be classed as true fissure
veins.


THEORIES OF ORE DEPOSIT.

The recently published theories of the formation of mineral veins, to
which I have alluded, are those of Prof. Von Groddek[1] and Dr.
Sandberger,[2] who attribute the filling of veins to exudations of
mineral solutions from the wall rocks (i.e., lateral secretions), and
those of Mr. S.F. Emmons,[3] and Mr. G.F. Becker,[4] who have been
studying, respectively, the ore deposits of Leadville and of the
Comstock, by whom the ores are credited to the leaching of adjacent
_igneous_ rocks.

[Footnote 1: Die Lehre von den Lagerstatten der Erze, von Dr. Albrecht
von Groddek, Leipzig. 1879.]

[Footnote 2: Untersuchungen uber Erzgange, von Fridolin Sandberger,
Weisbaden, 1882.]

[Footnote 3: Geology and Mining Industry of Leadville, Annual Report,
Director U.S. Geol. Surv., 1881.]

[Footnote 4: Geology of the Comstock Lode and Washoe District, G.F.
Becker, Washington, 1883.

It is but justice to Messrs. Becker and Emmons to say that theirs are
admirable studies, thorough and exhaustive, of great interest and value
to both mining engineers and geologists, and most creditable to the
authors and the country. No better work of the kind has been done
anywhere, and it will detract little from its merit even if the views of
the authors on the theoretical question of the sources of the ores shall
not be generally adopted.]

The lack of space must forbid the full discussion of these theories at
the present time, but I will briefly enumerate some of the facts which
render it difficult for me to accept them.

First, _the great diversity of character exhibited by different sets of
fissure veins which cut the same country rock_ seems incompatible with
any theory of lateral secretion. These distinct systems are of different
ages, of diversified composition, and have evidently drawn their supply
of material from different sources. Hundreds of cases of this kind could
be cited, but I will mention only a few; among others the Humboldt, the
Bassick, and the Bull Domingo, near Rosita and Silver Cliff, Colorado.
These are veins contained in the same sheet of eruptive rock, but the
ores are as different as possible. The Humboldt is a narrow fissure
carrying a thin ore streak of high grade, consisting of sulphides of
silver, antimony, arsenic, and copper; the Bassick is a great
conglomerate vein containing tellurides of silver and gold,
argentiferous galena, blende, and yellow copper; the Bull Domingo is
also a great fissure filled with rubbish containing ore chimneys of
galena with tufts of wire silver. I may also cite the Jordan, with its
intersecting and yet distinct and totally different veins; the Galena,
the Neptune, and the American Flag, in Bingham Canon, Utah; and the
closely associated yet diverse system of veins the Ferris, the
Washington, the Chattanooga, the Fillmore, etc., in Bullion Canon at
Marysvale. In these and many other groups which have been examined by
the writer, the same rocks are cut by veins of different ages, having
different bearings, and containing different ores and veinstones. It
seems impossible that all these diversified materials should have been
derived from the same source, and the only rational explanation of the
phenomena is that which I have heretofore advocated, the ascent of
metalliferous solutions from different and deep seated sources.

Another apparently unanswerable argument against the theory of lateral
secretion is furnished by the cases _where the same vein traverses a
series of distinct formations, and holds its character essentially
unaffected by changes in the country rock_. One of many such may be
cited in the Star vein at Cherry Creek, Nevada, which, nearly at right
angles to their strike, cuts belts of quartzite, limestone, and slate,
maintaining its peculiar character of ore and gangue throughout.

This and all similar veins have certainly been filled with material
brought from a distance, and not derived from the walls.


LEACHING OF IGNEOUS ROCKS.

The arguments against the theory that mineral veins have been produced
by the leaching of superficial _igneous_ rocks are in part the same as
those already cited against the general theory of lateral secretion.
They may be briefly summarized as follows:

1. Thousands of mineral veins in this and other countries occur in
regions remote from eruptive rocks. Into this category come most of
those of the eastern half of the Continent, viz., Canada, New England,
the Alleghany belt, and the Mississippi Valley. Among those I will refer
only to a few selected to represent the greatest range of character,
viz., the Victoria lead mine, near Sault Ste. Marie, the Bruce copper
mine on Lake Huron, the gold-bearing quartz veins of Madoc, the Gatling
gold vein of Marmora, the Acton and the Harvey Hill copper mines of
Canada, the copper veins of Ely, Vermont, and of Blue Hills, Maine, the
silver-bearing lead veins of Newburyport, Mass.; most of the segregated
gold veins of the Alleghany belt, the lead veins of Rossie, Ellenville,
and at other localities farther South; the copper bearing veins of
Virginia, North Carolina, and Tennessee; the veins carrying
argentiferous galena in Central Kentucky and in Southern Illinois; the
silver, copper, and antimony veins of Arkansas; and the lead and zinc
deposits of Missouri and the Upper Mississippi.

In these widely separated localities are to be found fissure,
segregated, and gash veins, and a great diversity of ores, which have
been derived, sometimes from the adjacent rocks--as in the segregated
veins of the Alleghany belt and the gash veins of the Mississippi
region--and in other cases--where they are contained in true fissure
veins--from a foreign source, but all deposited without the aid of
superficial igneous rocks, either as contributors of matter or force.

2. In the great mineral belt of the Far West, where volcanic emanations
are so abundant, and where they have certainly played an important part
in the formation of ore deposits, the great majority of veins are not in
immediate contact with trap rocks, and they could not, therefore, have
furnished the ores.

A volume might be formed by a list of the cases of this kind, but I can
here allude to a few only, most of which I have myself examined, viz.:

_(a.)_ The great ore chambers of the San Carlos Mountains in Chihuahua,
the largest deposits of ore of which I have any knowledge. These are
contained in heavy beds of limestone, which are cut in various places by
trap dikes, which, as elsewhere, have undoubtedly furnished the stimulus
to chemical action that has resulted in the formation of the ore bodies,
but are too remote to have supplied the material.

_(b.)_ The silver mines of Santa Eulalia, in Chihuahua, from which
during the last century one hundred and twelve millions of dollars were
taken, opened on ore deposits situated in Cretaceous limestones like
those of San Carlos, and apparently similar ore-filled chambers; an
igneous rock caps the hills in the vicinity, but is nowhere in contact
or even proximity to the ore bodies. (See Kimball, _Amer. Jour. Sci,_.
March, 1870.)

_(c.)_ The great chambers of Tombstone, and the copper veins of the
Globe District, the Copper Queen, etc., in Arizona.

_(d.)_ The large bodies of silver-ore at Lake Valley, New Mexico;
chambers in limestone, like _c_.

_(e.)_ The Black Hawk group of gold mines, the Montezuma, Georgetown,
and other silver mines in the granite belt of Colorado.

_(f.)_ The great group of veins and chambers in the Bradshaw, Lincoln,
Star, and Granite districts of Southern Utah, where we find a host of
veins of different character in limestone or granite, with no trap to
which the ores can be credited.

_(g.)_ The Crismon Mammoth vein of Tintic.

_(h.)_ The group of mines opened on the American Fork, on Big and Little
Cottonwood, and in Parley's Park, including the Silver Bell, the Emma,
the Vallejo, the Prince of Wales, the Kessler, the Bonanza, the Climax,
the Piñon, and the Ontario. (The latter, the greatest silver mine now
known in the country, lies in quartzite, and the trap is near, but not
in contact with the vein.)

_(i.)_ In Nevada, the ore deposits of Pioche, Tempiute, Tybo, Eureka,
White Pine, and Cherry Creek, on the east side of the State, with those
of Austin, Belmont, and a series too great for enumeration in the
central and western portions.

_(j.)_ In California, the Bodie, Mariposa, Grass Valley, and other
mines.[1]

_(k.)_ In Idaho, those of the Poor Man in the Owyhee district, the
principal veins of the Wood River region, the Ramshorn at Challis, the
Custer and Charles Dickens, at Bonanza City, etc.

[Footnote 1: See Redmond's Report _(California Geol. Survey Mining
Statistics, No 1),_ where seventy-seven mines are enumerated, of which
three are said to be in "porphyritic schist," all the others in granite,
mica schist, clay, slate, etc.]

In nearly all these localities we may find evidence not only that the
ore deposits have not been derived from the leaching of igneous rocks,
but also that they have not come from those of any kind which form the
walls of the veins.

The gold-bearing quartz veins of Deadwood are so closely associated with
dikes of porphyry, that they may have been considered as illustrations
of the potency of trap dikes in producing concentration of metals. But
we have conclusive evidence that the gold was there in Archæan times,
while the igneous rocks are all of modern, probably of Tertiary, date.
This proof is furnished by the "Cement mines" of the Potsdam sandstone.
This is the beach of the Lower Silurian sea when it washed the shores of
an Archæan island, now the Black Hills. The waves that produced this
beach beat against cliffs of granite and slate containing quartz veins
carrying gold. Fragments of this auriferous quartz, and the gold beaten
out of them and concentrated by the waves, were in places buried in the
sand beach in such quantity as to form deposits from which a large
amount of gold is now being taken. Without this demonstration of the
origin and antiquity of the gold, it might very well have been supposed
to be derived from the eruptive rock.

Strong arguments against the theory that the leaching of superficial
igneous rocks has supplied the materials filling mineral veins, are
furnished by the facts observed in the districts where igneous rocks are
most prevalent, viz.: (1.) _Such districts are proverbially barren of
useful minerals_. (2.) _Where these occur, the same sheet of rock may
contain several systems of veins with different ores and gangues._

The great lava plain of Snake River, the Pedrigal country of eastern
Oregon, Northern California and Mexico are without valuable ore
deposits. The same may be said of the Pancake Range and other mountain
chains of igneous rock in Nevada, while the adjacent ranges composed of
sedimentary rocks are rich in ore deposits of various kinds. A still
stronger case is furnished by the Cascade Mountains, which, north of the
California line, are composed almost exclusively of erupted material,
and yet in all this belt, so far as now known, not a single valuable
mine has been opened. In contrast with this is the condition of things
in California, where the Sierra Nevada is composed of metamorphic rocks
which have been shown to be the repositories of vast quantities of gold,
silver, and copper. Cases belonging to this category may be found at
Rosita and Silver Cliff, where the diversity in the ores of the mines
already enumerated can hardly be reconciled with the theory of a common
origin. At Lake City the prevailing porphyry holds the veins of the Ute
and Ulay and the Ocean Wave mines, which are similar, and the Hotchkiss,
the Belle, etc., entirely different.

We have no evidence that any volcanic eruption has drawn its material
from zones or magmas especially rich in metals or their ores, and on the
contrary, volcanic districts, like those mentioned, and regions, such as
the Sandwich Islands, where the greatest, eruptions have taken place,
are poorest in metalliferous deposits.

All the knowledge we have of the subject justifies the inference that
most of the igneous rocks which have been poured out in our Western
Territories are but fused conditions of sediments which form the
substructure of that country. Over the great mineral belt which lies
between the Sierra Nevada and the front range of the Rocky Mountains,
and extends not only across the whole breadth of our territory, but far
into Mexico, the surface was once underlain by a series of Palaeozoic
sedimentary strata not less than twenty to thirty thousand feet in
thickness; and beneath these, at the sides, and doubtless below, were
Archæun rocks, also metamorphosed sediments. Through these the ores of
the metals were generally though sparsely distributed. In the
convulsions which have in recent times broken up this so long quiet and
stable portion of the earth's crust (and which have resulted in
depositing in thousands of cracks and cavities the ores we now mine),
portions of the old table-land were in places set up at high angles
forming mountain chains, and doubtless extending to the zone of fusion
below. Between these blocks of sedimentary rocks oozed up through the
lines of fracture quantities of fused material, which also sometimes
formed mountain chains; and it is possible and even probable that the
rocks composing the volcanic ridges are but phases of the same materials
that form the sedimentary chains There is, therefore, no _a priori_
reason why the leaching of one group should furnish more ore than the
other; but, as a matter of fact, the unfused sediments are much the
richer in ore deposits. This can only be accounted for, in my judgment,
by supposing that they have been the receptacles of ore brought from a
foreign source; and we can at least conjecture where and how gathered.
We can imagine, and we are forced to conclude, that there has been a
zone of solution below, where steam and hot water, under great pressure,
have effected the leaching of ore-bearing strata, and a zone of
deposition above, where cavities in pre-existent solidified and
shattered rocks became the repositories of the deposits made from
ascending solutions, when the temperature and pressure were diminished.
Where great masses of fused material were poured out, these must have
been for along time too highly heated to become places of deposition; so
long indeed that the period of active vein formation may have passed
before they reached a degree of solidification and coolness that would
permit their becoming receptacles of the products of deposition. On the
contrary, the masses of unfused and always relatively cool sedimentary
rocks which form the most highly metalliferous mountain ranges (White
Pine, Toyabe, etc.) were, throughout the whole period of disturbance, in
a condition to become such repositories. Certainly highly heated
solutions forced by an irresistible _vis a tergo_ through rocks of any
kind down in the heated zone, would be far more effective leaching
agents than cold surface water with feeble solvent power, moved only by
gravity, percolating slowly through superficial strata.

Richthofen, who first made a study of the Comstock lode, suggests that
the mineral impregnation of the vein was the result of a process like
that described, viz., the leaching of deep-seated rocks, perhaps the
same that inclose the vein above, by highly heated solutions which
deposited their load near the surface. On the other hand, Becker
supposes the concentration to have been effected by surface waters
flowing laterally through the igneous rocks, gathering the precious
metals and depositing them in the fissure, as lateral secretion produces
the accumulation of ore in the limestone of the lead region. But there
are apparently good reasons for preferring the theory of Richthofen:
viz., first, the veinstone of the Comstock is chiefly quartz, the
natural and common precipitate of _hot_ waters, since they are far more
powerful solvents of silica than cold. On the contrary, the ores
deposited from lateral secretion, as in the Mississippi lead region, at
low temperature contain comparatively little silica; second, the great
mineral belt to which reference has been made above is now the region
where nearly all the hot springs of the continent are situated. It is,
in fact, a region conspicuous for the number of its hot springs, and it
is evident that these are the last of the series of thermal phenomena
connected with the great volcanic upheavals and eruptions, of which this
region has been the theater since the beginning of the Tertiary age. The
geysers of Yellowstone Park, the hot springs of the Wamchuck district in
Oregon, the Steamboat Springs of Nevada, the geysers of California, the
hot springs of Salt Lake City, Monroe, etc., in Utah, and the Pagosa in
Colorado, are only the most conspicuous among thousands of hot springs
which continue in action at the present time. The evidence is also
conclusive that the number of hot springs, great as it now is in this
region, was once much greater. That these hot springs were capable of
producing mineral veins by material brought up in and deposited from
their waters, is demonstrated by the phenomena observable at the
Steamboat Springs, and which were cited in my former article as
affording the best illustration of vein formation.

The temperature of the lower workings of the Comstock vein is now over
150°F., and an enormous quantity of hot water is discharged through the
Sutro Tunnel. This water has been heated by coming in contact with hot
rocks at a lower level than the present workings of the Comstock lode,
and has been driven upward in the same way that the flow of all hot
springs is produced. As that flow is continuous, it is evident that the
workings of the Comstock have simply opened the conduits of hot springs,
which are doing to-day what they have been doing in ages past, but much
less actively, i.e., bringing toward the surface the materials they have
taken into solution in a more highly heated zone below. Hence it seems
much more natural to suppose that the great sheets of ore-bearing quartz
now contained in the Comstock fissure were deposited by ascending
currents of hot alkaline waters, than by descending currents of those
which were cold and neutral The hot springs are there, though less
copious and less hot than formerly, and the natural deposits from hot
waters are there. Is it not more rational to suppose with Richthofen
that these are related as cause and effect, rather than that cold water
has leached the ore and the silica from the walls near the surface? Mr.
Becker's preference for the latter hypothesis seems to be due to the
discovery of gold and silver in the igneous rocks adjacent to the vein,
and yet, except in immediate contact with it, these rocks contain no
more of the precious metals than the mere trace which by refined tests
may be discovered everywhere. If, as we have supposed, the fissure was
for a long time filled with a hot solution charged with an unusual
quantity of the precious metals, nothing would be more natural than that
the wall rocks should be to some extent impregnated with them.

It will perhaps illuminate the question to inquire which of the springs
and water currents of this region are now making deposits that can be
compared with those which filled the Comstock and other veins. No one
who has visited that country will hesitate to say the hot and not the
cold waters. The immense silicious deposits, carrying the ores of
several metals, formed by the geysers of the Yellowstone, the Steamboat
Springs, etc., show what the hot waters are capable of doing; but we
shall search in vain for any evidence that the cold surface waters have
done or can do this kind of work.

At Leadville the case is not so plain, and yet no facts can be cited
which really _prove_ that the ore deposits have been formed by the
leaching of the overlying porphyry rather than by an outflow of heated
mineral solutions along the plane of junction between the porphyry and
the limestone. Near this plane the porphyry is often thoroughly
decomposed, is somewhat impregnated with ore, and even contains sheets
of ore within itself; but remote from the plane of contact with the
limestone, it contains little diffused and no concentrated ore. It is
scarcely more previous than the underlying limestones, and why a
solution that could penetrate and leach ores from it should be stopped
at the upper surface of the blue limestone is not obvious; nor why the
plane of junction between the porphyry and the _blue limestone_ should
be the special place of deposit of the ore.

If the assays of the porphyry reported by Mr. Emmons were accurately
made, and they shall be confirmed by the more numerous ones necessary to
settle the question, and the estimates he makes of the richness of that
rock be corroborated, an unexpected result will be reached, and, as I
think, a remarkable and exceptional case of the diffusion of silver and
lead through an igneous rock be established.

It is of course possible that the Leadville porphyries are only phases
of rocks rich in silver, lead, and iron, which underlie this region, and
which have been fused and forced to the surface by an ascending mass of
deeper seated igneous rock; but even if the argentiferous character of
the porphyry shall be proved, it will not be proved that such portions
of it as here lie upon the limestone have furnished the ore by the
descending percolation of cold surface waters. Deeper lying masses of
this same silver, lead, and iron bearing rock, digested in and leached
by _hot_ waters and steam under great pressure, would seem to be a more
likely source of the ore. If the surface porphyry is as rich in silver
as Mr. Emmous reports it to be, it is too rich, for the rock that has
furnished so large a quantity of ores as that which formed the ore
bodies which I saw in the Little Chief and Highland Chief mines,
respectively 90 feet and 162 feet thick, should be poor in silver and
iron and lead, and should be rotten from the leaching it had suffered,
but except near the ore-bearing contact it is compact and normal.

Such a digested, kaolinized, desilicated rock as we would naturally look
for we find in the porphyry _near the contact_; and its condition there,
so different from what it is remote from the contact, seems to indicate
an exposure to local and decomposing influences, such indeed as a hot
chemical solution forced up from below along the plane of contact would
furnish.

It is difficult to understand why the upper portions of the porphyry
sheet should be so different in character, so solid and homogeneous,
with no local concentrations or pockets of ore, if they have been
exposed to the same agencies as those which have so changed the under
surface.

Accepting all the facts reported by Mr. Emmons, and without questioning
the accuracy of any of his observations, or depreciating in any degree
the great value of the admirable study he has made of this difficult and
interesting field, his conclusion in regard to the source of the ore
cannot yet be insisted on as a logical necessity. In the judgment of the
writer, the phenomena presented by the Leadville ore deposits can be as
well or better accounted for by supposing that the plane of contact
between the limestone and porphyry has been the conduit through which
heated mineral solutions coming from deep seated and remote sources have
flowed, removing something from both the overlying and underlying
strata, and by substitution depositing sulphides of lead, iron, silver,
etc., with silica.

The ore deposits of Tybo and Eureka in Nevada, of the Emma, the Cave,
and the Horn Silver [1] mines in Utah, have much in common with those of
Leadville, and it is not difficult to establish for all of the former
cases a foreign and deep seated source of the ore. The fact that the
Leadville ore bodies are sometimes themselves excavated into chambers,
which has been advanced as proof of the falsity of the theory here
advocated, has no bearing on the question, as in the process of
oxidation of ores which were certainly once sulphides, there has been
much change of place as well as character; currents of water have flowed
through them which have collected and redeposited the cerusite in sheets
of "hard carbonate" or "sand carbonate," and have elsewhere produced
accumulations of kerargyrite, perhaps thousands of years after the
deposition of the sulphide ores had ceased and the oxidation had begun.
In the leaching and rearrangement of the ore bodies, nothing would be
more natural than that accumulations in one place should be attended by
the formation of cavities elsewhere.

[Footnote 1: The Horn Silver ore body lies in a fault fissure between a
footwall of limestone and a hanging wall of trachyte, and those who
consider the Leadville ores as teachings of the overlying porphyry would
probably also regard the ore of the Horn Silver mine as derived from the
trachyte hanging wall; but three facts oppose the acceptance of this
view, viz., let, the trachyte, except in immediate contact with the ore
body, seems to be entirely barren; 2d, the Horn Silver ore "chimney,"
perhaps fifty feet thick, five hundred feet wide, and of unknown depth,
is the only mass of ore yet found in a mile of well marked fissure; and
3d, the Carbonate mine opened near by in a strong fissure with a bearing
at right angles to that of the Horn Silver, and lying entirely within
the trachyte, yields ore of a totally different kind. Both are opened to
the depth of seven hundred feet with no signs of change or exhaustion.
If the ore were derived from the trachyte, it should be at least
somewhat alike in the two mines, should be more generally distributed in
the Horn Silver fissure, and might be expected to give out at, no great
depth.

If deposited by solutions coming from deep and different sources, the
observed differences in character would be natural; it would accumulate
as we find it in the channels of outflow, and would be as time will
probably prove it, perhaps variable in quantity, but indefinitely
continuous in depth.]

Another question which suggests itself in reference to the Leadville
deposits is this: If the Leadville ore was once a mass of sulphides
derived from the overlying porphyry by the percolation of surface
waters, why has the deposit ceased? The deposition of galena, blende,
and pyrite in the Galena lead mines still continues. If the leaching of
the Leadville porphyry has not resulted in the formation of alkaline
sulphide solutions, and the ore has come from the porphyry in the
condition of carbonate of lead, chloride of silver, etc., then the
nature of the deposition was quite different from that of the similar
ones of Tybo, Eureka, Bingham, etc., which are plainly gossans, and
indeed is without precedent. But if the process was similar to that in
the Galena lead region, and the ores were originally sulphides, their
formation should have continued and been detected in the Leadville
mines.

For all these reasons the theory of Mr. Emmons will be felt to need
further confirmation before it is universally adopted.

From what has gone before it must not be inferred that lateral secretion
is excluded by the writer from the list of agencies which have filled
mineral veins, for it is certain that the nature of the deposit made in
the fissure has frequently been influenced by the nature of the adjacent
wall rock. Numerous cases may be cited where the ores have increased or
decreased in quantity and richness, or have otherwise changed character
in passing from one formation to another; but even here the proof is
generally wanting that the vein materials have been furnished by the
wall rocks opposite the places where they are found.

The varying conductivity of the different strata in relation to heat and
electricity may have been an important factor. Trap dikes frequently
enrich veins where they approach or intersect them, and they have often
been the _primum mobile_ of vein formation, but chiefly, if not only, by
supplying heat, the mainspring of chemical action. The proximity of
heated masses of rock has promoted chemical action in the same way as do
the Bunsen burners or the sand baths in the laboratory; but no case has
yet come under my observation where it was demonstrable that the filling
of a fissure vein had been due to secretion from igneous or sedimentary
wall rocks.

In the Star District of Southern Utah the country rock is Palæozoic
limestone, and it is cut by so great a number and variety of mineral
veins that from the Harrisburg, a central location, a rifle shot would
reach ten openings, all on as many distinct and different veins (viz.,
the Argus, Little Bilk, Clean Sweep, Mountaineer, St. Louis, Xenia,
Brant, Kannarrah, Central, and Wateree). The nearest trap rock is half a
mile or more distant, a columnar dike perhaps fifteen feet in thickness,
cutting the limestone vertically. On either side of this dike is a vein
from one to three feet in thickness, of white quartz with specks of ore.
Where did that quartz come from? From the limestone? But the limestone
contains very little silica, and is apparently of normal composition
quite up to the vein. From the trap? This is compact, sonorous basalt,
apparently unchanged; and that could not have supplied the silica
without complete decomposition.

I should rather say from silica bearing hot waters that flowed up along
the sides of the trap, depositing there, as in the numerous and varied
veins of the vicinity, mineral matters brought from a zone of solution
far below.

To summarize the conclusions reached in this discussion. I may repeat
that the results of all recent as well as earlier observations has been
to convince me that Richthofen's theory of the filling of the Comstock
lode is the true one, and that the example and demonstration of the
formation of mineral veins furnished by the Steamboat Springs is not
only satisfactory, but typical.

       *       *       *       *       *

[NATURE.]




HABITS OF BURROWING CRAYFISHES IN THE UNITED STATES.


On May 13, 1883, I chanced to enter a meadow a few miles above
Washington, on the Virginia side of the Potomac, at the head of a small
stream emptying into the river. It was between two hills, at an
elevation of 100 feet above the Potomac, and about a mile from the
river. Here I saw many clayey mounds covering burrows scattered over the
ground irregularly both upon the banks of the stream and in the adjacent
meadow, even as far as ten yards from the bed of the brook. My curiosity
was aroused, and I explored several of the holes, finding in each a
good-sized crayfish, which Prof. Walter Faxon identified as _Cambarus
diogenes_, Girard _(C. obesus_, Hagen), otherwise known as the burrowing
crayfish. I afterward visited the locality several times, collecting
specimens of the mounds and crayfishes, which are now in the United
States National Museum, and making observations.

At that time of the year the stream was receding, and the meadow was
beginning to dry. At a period not over a month previous, the meadows, at
least as far from the stream as the burrows were found, had been covered
with water. Those burrows near the stream were less than six inches
deep, and there was a gradual increase in depth as the distance from the
stream became greater. Moreover, the holes farthest from the stream were
in nearly every case covered by a mound, while those nearer had either a
very small chimney or none at all, and subsequent visits proved that at
that time of year the mounds were just being constructed, for each time
I revisited the place the mounds were more numerous.

[Illustration: Fig. 1 Section of Crayfish burrow]

The length, width, general direction of the burrows, and number of the
openings were extremely variable, and the same is true of the mounds.
Fig. 1 illustrates a typical burrow shown in section. Here the main
burrow is very nearly perpendicular, there being but one oblique opening
having a very small mound, and the main mound is somewhat wider than
long. Occasionally the burrows are very tortuous, and there are often
two or three extra openings, each sometimes covered by a mound. There is
every conceivable shape and size in the chimneys, ranging from a mere
ridge of mud, evidently the first foundation, to those with a breadth
one-half the height. The typical mound is one which covers the
perpendicular burrow in Fig. 1, its dimensions being six inches broad
and four high. Two other forms are shown in Fig. 2. The burrows near the
stream were seldom more than six inches deep, being nearly
perpendicular, with an enlargement at the base, and always with at least
one oblique opening. The mounds were usually of yellow clay, although in
one place the ground was of fine gravel, and there the chimneys were of
the same character. They were always circularly pyramidal in shape, the
hole inside being very smooth, but the outside was formed of irregular
nodules of clay hardened in the sun and lying just as they fell when
dropped from the top of the mound. A small quantity of grass and leaves
was mixed through the mound, but this was apparently accidental.

The size of the burrows varied from half an inch to two inches in
diameter, being smooth for the entire distance, and nearly uniform in
width. Where the burrow was far distant from the stream, the upper part
was hard and dry. In the deeper holes I invariably found several
enlargements at various points in the burrow. Some burrows were three
feet deep, indeed they all go down to water, and, as the water in the
ground lowers, the burrow is undoubtedly projected deeper. The diagonal
openings never at that season of the year have perfect chimneys, and
seldom more than a mere rim. In no case did I find any connection
between two different burrows. In digging after the inhabitants I was
seldom able to secure a specimen from the deeper burrows, for I found
that the animal always retreated to the extreme end, and when it could
go no farther would use its claws in defense. Both males and females
have burrows, but they were never found together, each burrow having but
a single individual. There is seldom more than a pint of water in each
hole, and this is muddy and hardly suitable to sustain life.

[Illustration: Fig. 2 Crayfish Mound]

The neighboring brooks and springs were inhabited by another species of
crayfish, _Cambaras bartonii_, but although especial search was made for
the burrowing species, in no case was a single specimen found outside of
the burrows. _C. bartonii_ was taken both in the swiftly running
portions of the stream and in the shallow side pools, as well as in the
springs at the head of small rivers. It would swim about in all
directions, and was often found under stones and in little holes and
crevices, none of which appeared to have been made for the purpose of
retreat, but were accidental. The crayfishes would leave these little
retreats whenever disturbed, and swim away down stream out of sight.
They were often found some distance from the main stream under rocks
that had been covered by the brook at a higher watermark; but although
there was very little water under the rocks, and the stream had not
covered them for at least two weeks, they showed no tendency to burrow.
Nor have I ever found any burrows formed by the river species _Cumbarus
affinis._ although I have searched over miles of marsh land on the
Potomac for this purpose.

[Illustration: Fig. 2 Crayfish Mound (shorter)]

The brook near where my observations were made was fast decreasing in
volume, and would probably continue to do so until in July its bed would
be nearly dry. During the wet seasons the meadow is itself covered. Even
in the banks of the stream, then under water, there were holes, but they
all extended obliquely without exception, there being no perpendicular
burrows and no mounds. The holes extended in about six inches, and there
was never a perpendicular branch, nor even an enlargement at the end. I
always found the inhabitant near the mouth, and by quickly cutting off
the rear part of the hole could force him out, but unless forcibly
driven out it would never leave the hole, not even when a stick was
thrust in behind it. It was undoubtedly this species that Dr. Godman
mentioned in his "Rambles of a Naturalist," and which Dr. Abbott _(Am.
Nal.,_ 1873, p. 81) refers to _C. bartonii_. Although I have no proof
that this is so, I am inclined to believe that the burrowing crayfishes
retire to the stream in winter and remain there until early spring, when
they construct their burrows for the purpose of rearing their young and
escaping the summer droughts. My reason for saying this is that I found
one burrow which on my first visit was but six inches deep, and later
had been projected to a depth at least twice as great, and the
inhabitant was an old female.

I think that after the winter has passed, and while the marsh is still
covered with water, impregnation takes place and burrows are immediately
begun. I do not believe that the same burrow is occupied for more than
one year, as it would probably fill up during the winter. At first it
burrows diagonally, and as long as the mouth is covered with water is
satisfied with this oblique hole. When the water recedes, leaving the
opening uncovered, the burrow must be dug deeper, and the economy of a
perpendicular burrow must immediately suggest itself. From that time the
perpendicular direction is preserved with more or less regularity.
Immediately after the perpendicular hole is begun, a shorter opening to
the surface is needed for conveying the mud from the nest, and then the
perpendicular opening is made. Mud from this, and also from the first
part of the perpendicular burrow, is carried out of the diagonal opening
and deposited on the edge. If a freshet occurs before this rim of mud
has had a chance to harden, it is washed away, and no mound is formed
over the oblique burrow.

After the vertical opening is made, as the hole is bored deeper, mud is
deposited on the edge, and the deeper it is dug the higher the mound. I
do not think that the chimney is a necessary part of the nest, but
simply the result of digging. I carried away several mounds, and in a
week revisited the place, and no attempt had been made to replace them;
but in one case, where I had in addition partly destroyed the burrow by
dropping mud into it, there was a simple half rim of mud around the
edge, showing that the crayfish had been at work; and as the mud was dry
the clearing must have been done soon after my departure. That the
crayfish retreats as the water in the ground falls lower and lower is
proved by the fact that at various intervals there are bottled-shaped
cavities marking the end of the burrow at an earlier period. A few of
those mounds farthest from the stream had their mouths closed by a
pellet of mud. It is said that all are closed during the summer months.

How these animals can live for months in the muddy, impure water is to
me a puzzle. They are very sluggish, possessing none of the quick
motions of their allied _C. bartonii,_ for when taken out and placed
either in water or on the ground, they move very slowly. The power of
throwing off their claws when these are grasped is often exercised.
About the middle of May the eggs hatch, and for a time the young cling
to the mother, but I am unable to state how long they remain thus. After
hatching they must grow rapidly, and soon the burrow will be too small
for them to live in, and they must migrate. It would be interesting to
know more about the habits of this peculiar species, about which so
little has been written. An interesting point to settle would be how and
where it gets its food. The burrow contains none, either animal or
vegetable. Food must be procured at night, or when the sun is not
shining brightly. In the spring and fall the green stalks of meadow
grasses would furnish food, but when these become parched and dry they
must either dig after and eat the roots, or search in the stream. I feel
satisfied that they do not tunnel among the roots, for if they did so
these burrows would be frequently met with. Little has as yet been
published upon this subject, and that little covers only two spring
months--April and May--and it would be interesting if those who have an
opportunity to watch the species during other seasons, or who have
observed them at any season of the year, would make known their results.

RALPH S. TARR

       *       *       *       *       *




OUR SERVANTS, THE MICROBES.


Who of us has not, in a partially darkened room, seen the rays of the
sun, as they entered through apertures or chinks in the shutters,
exhibit their track by lighting up the infinitely small corpuscles
contained in the air? Such corpuscles always exist, except in the
atmosphere of lofty mountains, and they constitute the dust of the air.
A microscopic examination of them is a matter of curiosity. Each flock
is a true museum (Fig. 1), wherein we find grains of mineral substances
associated with organic debris, and germs of living organisms, among
which must be mentioned the _microbes_.

Since the splendid researches of Mr. Pasteur and his pupils on
fermentation and contagious diseases, the question of microbes has
become the order of the day.

In order to show our readers the importance of the study of the
microbes, and the results that may be reached by following the
scientific method created by Mr. Pasteur, it appears to us indispensable
to give a summary of the history of these organisms. In the first place,
what is a microbe? Although much employed, the word has not been well
defined, and it would be easy to find several definitions of it. In its
most general sense, the term microbe designates certain colorless algæ
belonging to the family Bacteriaceæ, the principal forms of which are
known under the name of _Micrococcus. Bacterium, Bacillus. Vibrio,
/Spirillum, etc_.

In order to observe these different forms of Bacteriaceæ it is only
necessary to examine microscopically a drop of water in which organic
matter has been macerated, when there will be seen _Micrococci_ (Fig. 2,
I.)looking like spherical granules, _Bacteria_ in the form of very short
rods, _Bacilli_ (Fig. 2, V.), _Vibriones_ (Fig. 2, IV.,) moving their
straight or curved filaments, and _Spirilli_ (Fig. 2, VI.), rolled up
spirally. These varied forms are not absolutely constant, for it often
happens in the course of its existence that a species assumes different
shapes, so that it is difficult to take the form of these algæ as a
basis for classifying them, when all the phases of their development
have not been studied.

The Bacteriaceæ are reproduced with amazing rapidity. If the temperature
is proper, a limpid liquid such as chicken or veal broth will, in a few
hours, become turbid and contain millions of these organisms.
Multiplication is effected through fission, that is to say, each globule
or filament, after elongating, divides into two segments, each of which
increases in its turn, to again divide into two parts, and so on (Fig.
2, I. b). But multiplication in this way only takes place when the
bacteria are placed in a proper nutritive liquid; and it ceases when the
liquid becomes impoverished and the conditions of life become difficult.
It is at this moment that the formation of _spores_ occurs--reproductive
bodies that are destined to permit the algæ to traverse, without
perishing, those phases where life is impossible. The spores are small,
brilliant bodies that form in the center or at the extremity of each
articulation or globule of the bacterium (Fig. 2, II. l), and are set
free through the breaking up of the joints. There are, therefore, two
phases to be distinguished in the life of microbes--that of active life,
during which they multiply with great rapidity, are most active, and
cause sicknesses or fermentations, and that of retarded life, that is to
say, the state, of resting spores in which the organisms are inactive
and consequently harmless. It is curious to find that the resistance to
the two causes of destruction is very different in the two cases.

In the state of active life the bacterides are killed by a temperature
of from 70 to 80 degrees, while the spores require the application of a
temperature of from 100 to 120 degrees to kill them. Oxygen of a high
pressure, which is, as well known from Bert's researches, a poison for
living beings, kills many bacteria in the state of active life, but has
no influence upon their spores.

In a state of active life the bacteriae are interesting to study. The
absence of green matter prevents them from feeding upon mineral matter,
and they are therefore obliged to subsist upon organic matter, just as
do plants that are destitute of chlorophyl (such as fungi, broomrapes,
etc.). This is why they are only met with in living beings or upon
organic substances. The majority of these algae develop very well in the
air, and then consume oxygen and exhale carbonic acid, like all living
beings. If the supply of air be cut off, they resist asphyxia and take
the oxygen that they require from the compounds that surround them. The
result is a complete and rapid decomposition of the organic materials,
or a fermentation. Finally, there are even certain species that die in
the presence of free oxygen, and that can only live by protecting
themselves from contact with this gas through a sort of jelly. These are
ferments, such as _Bacillus amylobacter,_ or butyric ferment, and _B.
septicus_, or ferment of the putrefaction of nitrogenized substances.

[Illustration: FIG. 1.--ATMOSPHERIC DUST.]

These properties explain the regular distribution of bacteria in liquids
exposed to the air. Thus, in water in which plants have been macerated
the surface of the liquid is occupied by _Bacillus subtilis_. which has
need of free oxygen in order to live, while in the bulk of the liquid,
in the vegetable tissues, we find other bacteria, notably _B.
amylobacter_, which lives very well by consuming oxygen in a state of
combination. Bacteria, then, can only live in organic matters, now in
the presence and now in the absence of air.

What we have just said allows us to understand the process of
cultivating these organisms. When it is desired to obtain these algae,
we must take organic matters or infusions of such. These liquids or
substances are heated to at least 120° in order to kill the germs that
they may contain, and this is called "sterilizing." In this sterilized
liquid are then sown the bacteria that it is desired to study, and by
this means they can be obtained in a state of very great purity.

The Bacteriaceae are very numerous. Among them we must distinguish those
that live in inert organic matters, alimentary substances, or debris of
living beings, and which cause chemical decompositions called
fermentations. Such are _Mycoderma aceti_, which converts the alcohol of
fermented beverages into vinegar; _Micrococcus ureae_, which converts
the urea of urine into carbonate of ammonia, and _Micrococcus
nitrificans,_ which converts nitrogenized matters into intrates, etc.
Some, that live upon food products, produce therein special coloring
matters; such are the bacterium of blue milk, and _Micrococcus
prodigiosus_ (Fig. 2, I.), a red alga that lives upon bread and forms
those bloody spots that were formerly considered by the superstitious as
the precursors of great calamities.

[Illustration: Fig. 2.--VARIOUS MICROBES. (Highly magnified.)]

Another group of bacteria has assumed considerable importance in
pathology, and that is the one whose species inhabit the tissues of
living animals, and cause more or less serious alterations therein, and
often death. Most contagious diseases and epidemics are due to algæ of
this latter group. To cite only those whose origin is well known, we may
mention the bacterium that causes charbon, the micrococcus of chicken
cholera, and that of hog measles.

It will be seen from this sketch how important the study of these
organisms is to man, since be must defend his body against their
invasions or utilize them for bringing about useful chemical
modifications in organic matters.

_Our Servants._--We scarcely know what services microbes may render us,
yet the study of them, which has but recently been begun, has already
shown, through the remarkable labors of Messrs. Pasteur, Schloesing and
Muntz, Van Tieghem, Cohn, Koch, etc., the importance of these organisms
in nature. All of us have seen wine when exposed to air gradually sour,
and become converted into vinegar, and we know that in this case the
surface of the liquid is covered with white pellicles called "mother of
vinegar." These pellicles are made up of myriads of globules of
_Mycoderma aceti_. This mycoderm is the principal agent in the
acidification of wine, and it is it that takes oxygen from the air and
fixes it in the alcohol to convert it into vinegar. If the pellicle that
forms becomes immersed in the liquid, the wine will cease to sour.

The vinegar manufacturers of Orleans did not suspect the role of the
mother of vinegar in the production of this article when they were
employing empirical processes that had been established by practice. The
vats were often infested by small worms ("vinegar eals") which disputed
with the mycoderma for the oxygen, killed it through submersion, and
caused the loss of batches that had been under troublesome preparation
for months. Since Mr. Pasteur's researches, the _Mycoderma aceti_ has
been sown directly in the slightly acidified wine, and an excellent
quality of vinegar has thus been obtained, with no fear of an occurrence
of the disasters that accompanied the old process.

Another example will show us the microbes in activity in the earth. Let
us take a pinch of vegetable mould, water it with ammonia compounds, and
analyze it, and we shall find nitrates therein. Whence came these
nitrates? They came from the oxidation of the ammonia compounds brought
about by moistening, since the nitrogen of the air does not seem to
combine under normal conditions with the surrounding oxygen. This
oxidation of ammonia compounds is brought about, as has been shown by
Messrs. Schloesing and Muntz, by a special ferment, the _Micrococcus
nitrificans_, that belongs to the group of Bacteriacæ. In fact, the
vapors of chloroform, which anesthetize plants, also prevent
nitrification, since they anaesthetize the nitric ferment. So, too, when
we heat vegetable humus to 100°, nitrification is arrested, because the
ferment is killed. Finally, we may sow the nitric ferment in calcined
earth and cause nitrification to occur therein as surely as we can bring
about a fermentation in wine by sowing _Mycoderma aceti_ in it.

The nitric ferment exists in all soils and in all latitudes, and
converts the ammoniacal matters carried along by the rain into nitrates
of a form most assimilable by plants. It therefore constitutes one of
the important elements for fertilizing the earth.

Finally, we must refer to the numerous bacteria that occasion
putrefaction in vegetable or animal organisms. These microbes, which
float in the air, fall upon dead animals or plants, develop thereon, and
convert into mineral matters the immediate principles of which the
tissues are composed, and thus continually restore to the air and soil
the elements necessary for the formation of new organic substances.
Thus, _Bacillus amylobacter_ (Fig. 2, II.), as Mr. Van Tieghem has
shown, subsists upon the hydrocarbons contained in plants, and
disorganizes vegetable tissues in disengaging hydrogen, carbonic acid,
and vegetable acids. _Bacterium roseopersicina_ forms, in pools, rosy or
red pellicles that cover vegetable debris and disengage gases of an
offensive odor. This bacterium develops in so great quantity upon low
shores covered with fragments of algæ as to sometimes spread over an
extent of several kilometers. These microbes, like many others,
continuously mineralize organic substances, and thus exhibit themselves
as the indispensable agents of the movement of the matter that
incessantly circulates from the mineral to the organic world, and _vice
versa_.--_Science et Nature._

       *       *       *       *       *

Palms sprouted from seeds kept warm by contact of the vessel with the
water boiler of a kitchen range are grown by a man in New York.

       *       *       *       *       *




EPITAPHIUM CHYMICUM.


The following epitaph was written by a Dr. Godfrey, who died in Dublin
in 1755:

  Here lieth, to _digest macerate_, and _amalgamate_ into clay,
  _In Batneo Arenæ_,
  _Stratum super Stratum_
  The _Residuum, Terra damnata_ and _Caput Mortuum_,
  Of BOYLE GODFREY, Chymist and M.D.
  A man who in this Earthly Laboratory pursued various
  _Processes_ to obtain _Arcanum Vitæ_,
  Or the Secret to Live;
  Also _Aurum Vitæ_,
  or the art of getting rather than making gold.
  _Alchymist_-like, all his Labour and _Projection_,
  as _Mercury_ in the Fire, _Evaporated_ in _Fume_ when he
  _Dissolved_ to his first principles.
  He _departed_ as poor
  as the last drops of an _Alembic_; for Riches are not
  poured on the _Adepts_ of this world.
  Though fond of News, he carefully avoided the
  _Fermentation, Effervescence_, and _Decrepitation_ of this
  life. Full seventy years his _Exalted Essence_
  was _hermetically_ sealed in its _Terrene Matrass_; but the
  Radical Moisture being _exhausted_, the _Elixir Vitæ_ spent,
  And _exsiccate_ to a _Cuticle_, he could not _suspend_
  longer in his _Vehicle_, but _precipitated Gradatim, per_
  _Campanam_, to his original dust.
  May that light, brighter than _Bolognian Phosphorus_,
  Preserve him from the _Athanor, Empyreuma_, and _Reverberatory
  Furnace_ of the other world,
  Depurate him from the _Fæces_ and _Scoria_ of this,
  Highly _Rectify_ and _Volatilize_, his _æthereal_ spirit,
  Bring it over the _Helm_ of the _Retort_ of this Globe, place
  in a proper _Recipient_ or _Crystalline_ orb,
  Among the elect of the _Flowers of Benjamin_; never to
  be _saturated_ till the General _Resuscitation, Deflagration,
  Calcination,_ and _Sublimation_ of all things.

       *       *       *       *       *




A NEW STOVE CLIMBER.

(_Ipomæa thomsoniana_.)


The first time we saw flowers of this beautiful new climbing plant
(about a year ago) we thought that it was a white-flowered variety of
the favorite old Ipomæa Horsfalliæ, as it so nearly resembles it. It
has, however, been proved to be a distinct new species, and Dr. Masters
has named it in compliment to Mr. Thomson of Edinburgh. It differs from
I. Horsfalliæ in having the leaflets in sets of threes instead of fives,
and, moreover, they are quite entire. The flowers, too, are quite double
the size of those of Horsfalliæ, but are produced in clusters in much
the same way; they are snow-white. This Ipomæa is indeed a welcome
addition to the list of stove-climbing plants, and will undoubtedly
become as popular as I. Horsfalliæ, which may be found in almost every
stove. It is of easy culture and of rapid growth, and it is to be hoped
that it is as continuous in flowering as Horsfalliæ. It is among the new
plants of the year now being distributed by Mr. B.S. Williams, of the
Victoria Nurseries, Upper Holloway.--_The Garden_.

[Illustration: A NEW STOVE CLIMBER. IPOMÆA THOMSONIANA.]

       *       *       *       *       *




HISTORY OF WHEAT.


Isis was supposed to have introduced wheat into Egypt, Demeter into
Greece, and the Emperor Chin-Wong into China, about 3000 B.C. In Europe
it was cultivated before the period of history, as samples have been
recovered from the lacustrine dwellings of Switzerland.

The first wheat raised in the "New World" was sown by the Spaniards on
the island of Isabella, in January, 1494, and on March the 30th the ears
were gathered. The foundation of the wheat harvest of Mexico is said to
have been three or four grains carefully cultivated in 1530, and
preserved by a slave of Cortez. The first crop of Quito was raised by a
Franciscan monk in front of the convent. Garcilasso de la Vega affirms
that in Peru, up to 1658, wheaten bread had not been sold in Cusco.
Wheat was first sown by Goshnold Cuttyhunk, on one of the Elizabeth
Islands in Buzzard's Bay, off Massachusetts, in 1602, when he first
explored the coast. In 1604, on the island of St. Croix, near Calais,
Me., the Sieur de Monts had some wheat sown which flourished finely. In
1611 the first wheat appears to have been sown in Virginia. In 1626,
samples of wheat grown in the Dutch Colony at New Netherlands were shown
in Holland. It is probable that wheat was sown in the Plymouth Colony
prior to 1629, though we find no record of it, and in 1629 wheat was
ordered from England to be used as seed. In 1718 wheat was introduced
into the valley of the Mississippi by the "Western Company." In 1799 it
was among the cultivated crops of the Pimos Indians of the Gila River,
New Mexico.

       *       *       *       *       *




DETERMINATION OF STARCH.


According to Bunzener and Fries _(Zeitschrift fur das gesammte
Brauwesen_), a thick, sirupy starch paste prepared with a boiling one
per cent solution of salicylic acid is only very slowly saccharified,
and on cooling deposits crystalline plates of starch. For the
determination of starch in barley the finely-ground sample is boiled for
three-quarters of an hour with about thirty times its weight of a one
per cent solution of salicylic acid, the resulting colorless opalescent
liquid filtered with the aid of suction, and the starch therein inverted
by means of hydrochloric acid. The dextrose formed is estimated by
Fehling's solution. The results are one to two per cent higher than when
the starch is brought into solution by water at 135° C.

       *       *       *       *       *

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