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





[Illustration]




SCIENTIFIC AMERICAN SUPPLEMENT NO. 514




NEW YORK, NOVEMBER 7, 1885

Scientific American Supplement. Vol. XX., No. 514.

Scientific American established 1845

Scientific American Supplement, $5 a year.

Scientific American and Supplement, $7 a year.


       *       *       *       *       *

TABLE OF CONTENTS.

I.   CHEMISTRY.--Chlorides in the Rainfall of 1884.
     Apparatus for Evaporating Organic Liquids.--With description
     and 3 figures.

II.  ENGINEERING AND MECHANICS.--Relative Costs of Fluid and
     Solid Fuels.

     The Manufacture of Steel Castings.

     Science in Diminishing Casualties at Sea.--Extract of a paper
     read before the British Association by DON ARTURO DE MARCOARTER.

     Improved Leveling Machine. 9 figures.

     The Span of Cabin John Bridge.

     Improvements in Metal Wheels. 3 figures.

     Apparatus for the Production of Water Gas. 3 figures.

III. TECHNOLOGY.--The Blue Print Process.--R.W. JONES.

     Reproductions of Drawings in Blue Lines on White Ground.--By
     A.H. HAIG.

     A Plan for a Carbonizing House.--With full description and 5
     figures.

     The Scholar's Compasses.

     The Integraph.--With full description and engraving.

     Apparatus for the Manufacture of Gaseous Beverages. 2 engravings.

     Sandmann's Vinegar Apparatus. 1 figure.

     Field Kitchens. 8 figures.

     A New Cop Winding Machine. 3 figures.

     The Preservation of Timber.--Report of the Committee of the
     American Society of Engineers.--The Boucherie
     process.--Experiments.--Decay of timber.

IV.  PHYSICS, ELECTRICITY, LIGHT, ETC.--Apparatus for Measuring
     the Force of Explosives.--With engraving.

     Lighting and Ventilating by Gas.--Advantages of gas over
     electricity, etc.--By WM. SUGG. 2 figures.

     Ander's Telephone. 1 figure.

     Brown's Electric Speed Regulator. 1 figure.

     Magneto-electric Crossing Signal. 2 figures.

     The Chromatoscope.--An aid to microscopy.

V.   ART AND ARCHITECTURE.--The Barbara Uttmann Statue at
     Annaberg, Saxony.

     Improvements in Concrete Construction.--Use of Portland
     cement.--System of building in concrete invented by Messrs. F. &
     J.P. West, London.

     Albany Buildings. Southport.--An engraving.

VI.  PHYSIOLOGY, HYGIENE, ETC.--The Sizes of Blood Corpuscles
     in Mammals and Birds.--A table.

     The Absorption of Petroleum Ointment and Lard by the Skin.

VII. MISCELLANEOUS.--The Missing German Corvette Augusta.--With
     engraving.

     The Tails of Comets.--The effect by a disturbance of solar
     waves, and not by special matter.

       *       *       *       *       *




ROMAN REMAINS AT LEICESTER, ENGLAND.


The Roman tessellated pavement in Jewry Wall Street, Leicester,
discovered in the year 1832, is well known to archaeologists; it has
also been known as difficult of access, and hardly to be seen in a dark
cellar, and, in fact, it has not been seen or visited, except by very
few persons. Some time ago the Town Council resolved to purchase the
house and premises, with the object of preserving the pavement _in
situ_, and of giving additional light and better access to it, and, this
purchase having been completed in the beginning of the present year, the
work of improvement began. It was now seen that the pavement was
continuous under the premises of the adjoining house, and under the
public street, and arrangements were at once made to uncover and annex
these adjoining parts, so as to permit the whole to be seen at one view.
The pavement thus uncovered forms a floor which, if complete, would
measure 23 feet square; it lacks a part on the west side, and also the
entire south border is missing. It is a marvel of constructive skill, of
variety and beauty in form and color, and not the least part of the
marvel arises from the almost beggarly elements out of which the
designer has produced his truly harmonious effects. No squared,
artificially colored, or glazed tesseræ, such as we see in a modern
floor, are used, but little pieces, irregularly but purposely formed of
brick and stone. There are three shades of brick--a bright red, a dull
or Indian red, and a shade between the two; slate from a neighboring
quarry gives a dark bluish gray; an oolite supplies the warmer buff; and
a fine white composition resembling limestone is used for the center
points and borders. In addition, the outside border is formed with
tesseræ of rather larger size of a sage green limestone. Speaking
generally, the design is formed by nine octagon figures, three by three,
surrounded and divided by a guilloche cable band; the interspaces of the
octagons are filled by four smaller square patterns, and the outer
octagon spaces by 12 triangles. Outside these is a border formed by a
cable band, by a second band of alternate heart-shaped, pear-shaped, and
bell-shaped flowers, and by alternate white and gray bands; and outside
all is the limestone border already described. This border is
constructed with tesseræ about five-eighths of an inch square. The
remaining tesseræ vary from one half to one-quarter inch of irregular
rhomboidal form. The construction of the pavement is remarkable. There
is a foundation of strong concrete below; over it is a bed of pounded
brick and lime three to four inches thick, and upon this a layer of fine
white cement, in which the tesseræ are laid with their roughest side
downward. Liquid cement appears to have been poured over the floor,
filling up the interstices, after which the surface would be rubbed down
and polished.

As to the probable date and occupation of the floor, it may be observed
that the site of this pavement was near the center of the western Roman
town. It is near the Jewry Wall, that is, near the military station and
fortress. It was obviously the principal house in the place, and as
clearly, therefore, the residence of the Præfectus, the local
representative of the imperial power of Rome. The Roman occupation of
the district began with the proprætorship of Ostorius Scapula, A.D. 50.
He was succeeded in 59 by Suetonius Paulinus, who passed through
Leicester from the Isle of Anglesea when the insurrection under Boadicea
broke out. In the service of Suetonius was Julius Agricola, who was
elected consul and governor of Britain about the year 70. He is commonly
described as a wise and good governor, who introduced the arts of
civilized life, taught the natives to build, and encouraged education.
He left Britain about the year 85, and from that time to the decline of
the Roman power is but about 300 years. We shall not be far from the
truth, therefore, if we assign this work to the time or even to the
personal influence of Agricola, 1,800 years ago.--_London Times_.

       *       *       *       *       *

Some time ago we published the fact that the Empress of Germany had
offered a prize of $1,000 and the decoration of the Order of the Red
Cross to the successful inventor of the best portable field hospital.
Wm. M. Ducker, of No. 42 Fulton St., Brooklyn, sent in a design for
competition. A few days ago Mr. Ducker received notice that his
invention had won the prize. Another instance of the recognition of
American genius abroad.

       *       *       *       *       *




THE BARBARA UTTMANN STATUE AT ANNABERG, SAXONY.


The question whether Barbara Uttmann, of Annaberg, Saxony, was the
inventor of the art of making hand cushion lace, or only introduced it
into Annaberg, in the Saxon mountains, has not yet been solved,
notwithstanding the fact that the most rigid examinations have been
made. It is the general belief, however, that she only introduced the
art, having learned it from a foreigner in the year 1561. The person
from whom she acquired this knowledge is said to have been a Protestant
fugitive from Brabant, who was driven from her native land by the
constables of the Inquisition, and who found a home in the Uttmann
family. However, the probability is that what the fugitive showed
Barbara Uttmann was the stitched, or embroidered, laces--points, so
called--which are still manufactured in the Netherlands at the present
time. It is very probable that the specimens shown induced Barbara
Uttmann to invent the art of making lace by means of a hand cushion.

[Illustration: BARBARA UTTMANN, INVENTOR OF HAND CUSHION LACE.]

Very little is known of the family of Barbara Uttmann, which was
originally from Nurnberg; but members of the same migrated to the Saxon
mountains. Barbara's husband, Christof Uttmann, was the owner of
extensive mines at Annaberg, and was very wealthy. She died at Annaberg,
Jan. 14, 1584.

The art of making hand cushion lace was soon acquired by most of the
residents in the Saxon mountains, which is a poor country, as the
occupation of most of the inhabitants was mining, and it frequently
happened that the wages were so low, and the means of sustaining life so
expensive, that some other resource had to be found to make life more
bearable. Barbara Uttmann's invention was thus a blessing to the
country, and her name is held in high esteem. A monumental fountain is
to be erected at Annaberg, and is to be surmounted by a statue of the
country's benefactress, Barbara Uttmann. The statue, modeled by Robert
Henze, is to be cast in bronze. It represents Barbara Uttmann in the
costume worn at the time of the Reformation. She points to a piece of
lace, which she has just completed, lying on the cushion, the shuttles
being visible.

Some point, Valenciennes, and Guipure laces are made on a cushion by
hand, with bobbins on which the thread is wound, the pins for giving the
desired pattern to the lace being stuck into the cushion. A yard of hand
cushion lace has been sold in England for as much as $25,000. The
annexed cut, representing the Barbara Uttmann statue, was taken from the
_Illustrirte Zeitung_.

       *       *       *       *       *

A Boston paper tells of a man who built two houses side by side, one for
himself and one to sell. In the house sold he had placed a furnace
against the party wall of the cellar, and from its hot air chamber he
had constructed flues to heat his own domicile. The owner of the other
house found it very hard to keep his own house warm, and was astounded
at the amount of coal it took to render his family comfortable, while
the "other fellow" kept himself warm at his neighbor's expense nearly a
whole winter before the trick was discovered.

       *       *       *       *       *




IMPROVEMENTS IN CONCRETE CONSTRUCTION.


Portland cement concrete if made with a non-porous aggregate is
impervious to moisture, and yet at the same time, if not hydraulically
compressed, will take up a sufficient quantity of moisture from the air
to prevent condensation upon the surface of the walls. It not only
resists the disintegrating influences of the atmosphere, but becomes
even harder with the lapse of time. It may also be made in several
different colors, and can be finished off to nearly a polished surface
or can be left quite rough. Walls built of this material may be made so
hard that a nail cannot be driven into them, or they can be made
sufficiently soft to become a fixing for joinery, and, if a non-porous
aggregate be used, no damp course is required. Further than this, if
land be bought upon which there is sufficient gravel, or even clay that
can be burnt, the greatest portion of the building material may be
obtained in excavating for the cellar; and in seaside localities, if the
(salt) shingle from the beach be used, sound and dry walls will be
obtained. The use of concrete as a material for building will be found
to meet all the defects set forth by practical people, as it may be made
fire-proof, vermin-proof, and nail-proof, and in dwellings for the poor
will therefore resist the destructive efforts of the "young barbarian."
Nothing, therefore, can be better as a building material. The system
ordinarily employed to erect structures in concrete consists of first
forming casings of wood, between which the liquid concrete is deposited,
and allowed to become hard, or "to set." The casings are then removed,
the cavities and other imperfections are filled in, and the wall
receives a thin facing of a finer concrete. If mouldings or other
ornament be required, they are applied to this face by the ordinary
plasterer's methods. This system finds favor in engineering
construction, and also in very simple forms of architectural work, but
with very complicated work the waste in casings is very great. Besides
this, however, the face is found sometimes to burst off, especially if
it has been applied some time after the concrete forming the body of the
wall has set, and the method of applying ornament is not economical.

[Illustration: 1.-18.]

A system of building in concrete has recently been invented by Messrs.
F. & J.P. West, of London, illustrations of which we now present. To
this system Messrs. West have given the name of "Concrete Exstruction,"
from the Latin "exstructio," which they consider to be a more
appropriate word than "constructio," as applied to concrete building in
general. In Messrs. West's system of building in concrete, instead of
employing wood casings, between which to deposit the concrete or beton,
and removing them when the beton has become hard, casings of concrete
itself are employed. These casings are not removed when the beton has
set, but they become a part of the wall and form a face to the work. In
order to form the casings, the concrete is moulded in the form of slabs.
Figs. 1 to 18 of our engravings show various forms of the slab, which
may be manufactured with a surface of any dimensions and of rectangular
(Fig. 1), triangular, hexagonal (Figs. 2, 14, and 15), and indeed of any
other form that will make a complete surface, while for thickness it may
be suited to the work to which it is to be applied, that used for heavy
engineering work differing from that employed in house construction. It
is found that the most convenient height for the rectangular slab (Fig.
1) is 12 inches and the breadth 18 inches, as the parts of a structure
built with slabs of these dimensions more often correspond with
architectural measurements. The hexagonal slab (Fig. 2) is made to
measure 12 inches between its parallel sides. Where combinations of
these slabs will not coincide with given dimensions, portions of slabs
are moulded to supply the deficiency. The moulds in which the slabs are
made are simple frames with linings having a thin face of India-rubber
or other suitable material, by the use of which slabs with their edges
as shown, and also of the greatest accuracy, can be manufactured. That
portion of the back of the slab which is undercut is formed by means of
soft India-rubber cores. The moulds for making portions of the slabs
have a contrivance by which their length may be adjusted to suit given
dimensions.

During the process of casting the slabs, and while they are in a plastic
state, mouldings (if required) or other ornaments, having a suitable
key, are inserted in the plastic surface, which is finished off to them
(Figs. 7, 8, and 10). The slabs may also be cast with ornaments, etc.,
complete at one operation (Fig. 11), but it is more economical to have
separate moulds for the mouldings and other ornaments, and separate
moulds for the slabs, and to apply the mouldings, etc., during the
process of casting the slab. Corbels (Fig. 9), sets off (which would be
somewhat similar to the plinth course slab No. 10), and other
constructive features may also be applied in a similar way, or may be
provided for during the casting of the slab. A thin facing of marble or
other ornamental solid or even plastic material may be applied to the
face of the slabs during the process of casting, thus enabling the work
to be finished as it is carried up, or a key may be formed on the face
of the slab to enable the structure to be plastered afterward.

[Illustration: FIG. 19. FIG 20.]

In Fig. 20, the structure from the bottom of the trenches is shown with
the sides of the trenches removed. It will be seen that the footings are
constructed in the most economical manner by not being stepped. As no
damp-course is required in concrete work, when the aggregate is of a
non-porous material, one is not shown. Upon the top of the footings is
generally laid a horizontal slab, called the wall-base slab, the special
feature of which is that it enables the thickness of the wall to be
gauged accurately, and also provides a fixing for the first course of
slabs. Figs. 4 and 5 show such slabs for internal and external angles,
and Fig. 6 shows one for straight work. The use of a wall-base slab is
not essential, although it is the more accurate method of building, for
in cases where it is desirable to economize labor, or from other causes,
the slabs forming the first course may be made with a thicker base, and
may be fixed by a deposition of concrete, which is allowed to set behind
them. The second course of slabs is laid upon the first course with
breaking joints of half-slab bond, each course being keyed to the other
by means of a quick-setting cementing material poured into the key-holes
provided in the edges of the slab for that purpose, a bituminous cement
being preferred. The key-holes are made in several ways, those shown in
the illustrations being of a dovetail shape; circular, square, or indeed
holes of any other shape formed in the edges of the slab and in an
oblique direction are also employed. Special slabs for cants, or
squint-quoins (Figs. 17 and 18) and angles (Figs. 12, 13, 14, 15, and
16) are manufactured, the angle occurring (if we omit the hexagonals and
take the 18 inch slab) at three-quarters the length of each slab. This
gives a half-slab bond to each course, as on one face of the quoin in
one course will appear a quarter slab and in the course above a
three-quarter slab superimposed upon it, or _vice versa_. Thus are the
walls in Figs. 19 and 20 built up. For openings, the jambs and lintels
(and in window-openings the sill) are made solid with a provision for a
key-hole to the mass of concrete filling behind them. That portion of
the jambs against which the slabs butt has a groove coinciding with a
similar one in the edge of the slab, for the purpose of forming a joggle
joint by squeezing the bedding material into them or by joggling them in
with a cement grout. All the slabs are joggled together in a similar
way.

[Illustration: FIG. 21.-FIG 25.]

The plastic concrete filling or beton which the shells are made to
contain may be deposited between the slabs when any number of courses
(according to convenience) have been built up, and when set practically
forms with the solid work introduced a monolith, to which the face slabs
are securely keyed. With over-clayed Portland cements, which are known
to contract in setting, and with those over-limed cements which expand
(both of which are not true Portland cements), the filling in is done in
equal sections, with a vertical space equal to each section left between
them until the first sections have become thoroughly hard, and these are
then filled in at a second operation. In order to provide for flues,
air-passages, and ways for electric installations, and for gas and
water, pipes (made of an insulating material if required) or cores of
the required shape are inserted in the plastic beton, and where
necessary suitable openings are provided on the face of the work.
Provision is also made for fixing joinery by inserting, where required,
slabs made or partly made of a material into which nails may be driven,
such as concrete made with an aggregate of burnt clay, coke, and such
like. Hollow lintels are also made of the slabs keyed together at their
vertical joints, and when in position these are filled in with beton.
This system, however, is only recommended for fire-place openings
instead of arches.

In Fig. 25, circular construction is exhibited as applied to the apsidal
end of a church, slabs similar to those shown in Fig. 21 being employed
for that purpose, while Figs. 22, 23, and 24 show forms of slabs
suitable for constructing cylinders with horizontal axes and domes. In
Fig. 19, which is the upper part of Fig. 20, is shown a system of
constructing floors of these slabs. It is only necessary to explain that
the slabs are first keyed to the lower flange of the iron joist by means
of a cement (bituminous preferred), and the combination is then fixed in
position, the edges of the slabs adhering to, or rather supported by,
the iron joist being rebated so as to receive and support intervening
slabs, the heading joints of which are laid to break with those of the
slabs supported by the joists. For double floors the iron joists are
made with a double flange on their lower edge, and are fitted to iron
girders, which cross in the opposite direction. This provision secures
the covering of the cross girders on their undersides by the ceiling
slabs. The concrete having been deposited upon the slabs, its upper
surface may be finished off in any of the usual ways, while the ceiling
may be treated in any of the ways described for the walls. This system
does not exclude the ordinary methods of constructing floors and roofs,
although it supplies a fireproof system. Where required, bricks, stone,
and, in fact, any other building material, may be used in conjunction
with the slabs.

The system of building construction is intended, as in the case with all
concrete, to supersede brickwork and masonry in the various uses to
which they have been applied, and, at the same time, to offer a more
perfect system of building in concrete. Hitherto slab concrete work has
never been erected in a perfectly finished state (i.e., with mouldings,
etc., complete), but has either been left in a rough state or without
ornament, or else has been constructed so as never to be capable of
receiving good ornamental treatment. Hitherto the great difficulty in
constructing concrete walls of concrete and other slabs has been to
prevent the slabs from being forced outward or from toppling over by the
pressure of the plastic filling-in material from the time of its
deposition between the slabs until it has become hard enough to form,
with the slabs, a solid wall. Besides the system of forming the slabs of
L (vertical or horizontal) section, or with a kind of internal buttress
and shoring them up from the outside, or of supporting the slabs upon
framing fixed against the faces of the wall, several devices have been
used to obviate this difficulty.

In the first place, temporary ties, or gauges, connecting the slabs
forming the two faces of the wall, have been used, and as soon as the
plastic filling-in material has set or become hard (but not before),
these have been removed. Secondly, permanent ties or cramps have been
used, and, as their name implies, have been allowed to remain in the
wall and to be entirely buried in the plastic filling-in material. These
permanent transverse ties or cramps have been of two kinds: those which
were affixed as soon as the slabs were placed in position, and those
which were made to form part of the manufactured slab, as, for instance,
slabs of Z or H horizontal section. Thirdly, a small layer of the
plastic filling-in material itself has been made to act as a transverse
tie by depositing it, when plastic, between the slabs forming the two
parallel faces of each course, allowing it (before filling in the
remaining part) to set and to thus connect together the slabs forming
each face of the wall, a suitable hold on the slabs, in some cases,
being given to the tie by a portion of the slab being undercut in some
way, as by being dovetailed, etc. As the slabs in this latter system
generally have wide bases, they may also be bedded or jointed in cement,
and, provided temporary ties be placed across their upper edges to
connect the slabs forming each face of the wall together, the space
between the faces of the wall may then be filled in with the plastic
concrete.

All these devices, however, are not of permanent utility; they are only
temporarily required (i.e., up to the time that the beton has become
hard and formed a permanent traverse tie between the two faces of the
wall), for it is manifest that the ultimate object of all slab concrete
construction is: (a) To retain and to mould the plastic concrete used in
forming the wall; (b) to key or fix the slabs to the mass which they
themselves have moulded; and (c) to form a facing to the wall. When
these objects shall have been accomplished, there is no further need of
any tie whatever beyond that which naturally obtains in a concrete wall.
In West's system, however, where the slabs are keyed course to course,
any kind of transverse tie to be used during the process of
construction, except that used in the starting course, is entirely
dispensed with, and the courses of slabs above depend solely upon the
courses of slabs below them for their stability and rigidity up to the
time that the plastic filling-in has been deposited and become hard
between both faces of the wall.

[Illustration: CONCRETE CONSTRUCTION]

There is, however, a more decided difference between West's system and
those previously in use, for it is marked by the fact that the slabs
composing the shell of the whole structure in many cases may be built up
before the filling-in is deposited between the slabs, and in none of the
other cases can this be done. In fact, only in the first two cases
before mentioned can more than one course of slabs be laid before
filling-in of some kind must be done. Compared with the ordinary method
of building in concrete, this system avoids: 1. The charge for use and
waste of wood casings; 2. finishing the face of the work (both inside
and outside) after the structure is raised, and, therefore, the
bursting-off of the finished face; and 3. the difficulties encountered
in working mouldings and other ornaments on the face of the work by the
ordinary plasterer's methods. It also provides a face of any of the
usual colors that may be obtained in concrete, besides a facing of any
other material, such as marble, etc., and produces better and more
durable work, at the same time showing a saving in cost, especially in
the better classes of work; all of which is effected with less plant
than ordinarily required. For engineering work, such as sea walls, the
hexagonal slabs, made of greater thickness than those employed for
ordinary walling, will answer admirably, especially if the grooves be
made proportionately larger. By the use of these slabs the work may be
built up with great rapidity. For small domestic work, such as the
dwellings of artisans, these slabs; which are of such a form as to
render them easy of transport, may be supplied to the workmen themselves
in order that they may erect their own dwellings, as, on account of the
simplicity of this system and the absence of need of plant, any
intelligent mechanic can do the work.

Any arrangement of independent scaffolding may be employed for this
system, but that invented specially for the purpose by Mr. Frank West,
as shown in Fig. 26 of our engravings, is to be preferred. It not only
supplies the necessary scaffold, but also the necessary arrangements for
hoisting the slabs, as well as for raising the liquid concrete and
depositing it behind the slabs. It is really an independent scaffold,
and may be used wherever a light tramway of contractor's rails can be
laid, which in crowded thoroughfares would of necessity be upon a
staging erected over the footway. The under frame is carried upon two
bogie frames running upon the contractor's rail, by which means it is
enabled to turn sharp curves, a guide plate inside the inner rail being
provided at the curves for this purpose. The scaffold itself consists of
a climbing platform made to travel up or down by means of four posts
which have racks attached to their faces, and which are fixed to the
under frame and securely braced to resist racking strains. A worm
gearing, actuated by a wheel on the upper side of the scaffold, causes
the scaffold to ascend or descend. A railgrip, made to act at the curves
as well as on the straight portions of the rail by being attached to a
radial arm fixed to the under frame, assists the stability of the
scaffold where required, but the gauge of the rails is altered to render
the scaffold more or less stable according to its height. Combined with
the same machine, and traveling up and down one of the same posts used
for the scaffold, is an improved crane. Its action depends upon the
proposition in geometry that if the length of the base of a triangle be
altered, its angles, and therefore its altitude, are altered. A portion
of the vertical post up and down which the crane climbs forms the base
of a triangle, and a portion of the jib, together with the stay, forms
the remaining two sides. Hence, by causing the foot of one or the other
to travel upward, by means of the worm gearing, the upper end of the jib
is either elevated or depressed.

The concrete elevator, which is also combined with the scaffold,
consists of a series of buckets carried upon two parallel endless chains
passing over two pairs of wheels. On the under frame is fixed a hopper,
into which is thrown, either by hand or from a concrete mixer running
upon the rails, the material to be hoisted, and from which it gravitates
into a narrow channel, through which pass the buckets (attached to the
chain) with a shovel-like action. The buckets, a motor being applied to
one pair of wheels, thus automatically fill themselves, and on arriving
at top are made to tip their contents, and jar themselves, automatically
into a hopper by means of a small pinion, keyed to the shaft by which
they are attached to the endless chain, becoming engaged in a small rack
fixed for that purpose. From the upper hopper the material is taken away
to the required destination by means of a worm working in a tube. For
varying heights, extra lengths of chain and buckets are inserted and
secured by a bolt passed through each end link, and secured by a nut. By
using this scaffold, a saving in plant, cartage, and labor is effected.
The elevator may also be used for raising any other material besides
concrete.

Such is the new system of concrete construction and scaffolding of
Messrs. West, which appears to be based on sound and reasonable
principles, and to have been thoughtfully and carefully worked out, and
which moreover gives promise of success in the future. We may add in
conclusion that specimens of the work and a model of a scaffold
are shown by Messrs. West at their stand in the Inventions
Exhibition.--_Iron_.

       *       *       *       *       *

[Illustration: ALBANY BUILDINGS SOUTHPORT. E.W. JOHNSON, ARCHITECT.]

       *       *       *       *       *




THE BLUE PRINT PROCESS.

R.W. JONES.


1. Cover a flat board, the size of the drawing to be copied, with two or
three thicknesses of common blanket or its equivalent.

2. Upon this place the prepared paper, sensitive side uppermost.

3. Press the tracing firmly and smoothly upon this paper, by means of a
plate of clear glass, laid over both and clamped to the board.

4. Expose the whole--in a clear sunlight--from 4 to 6 minutes. In a
winter's sun, from 6 to 10 minutes. In a clear sky, from 20 to 30
minutes.

5. Remove the prepared paper and pour clear water on it for one or two
minutes, saturating it thoroughly, and hang up to dry.

The sensitive paper may be readily prepared, the only requisite quality
in the _paper_ itself being its ability to stand washing.

Cover the surface evenly with the following solution, using such a brush
as is generally employed for the letter-press: 1 part soluble citrate of
iron (or citrate of iron and ammonia), 1 part red prussiate of potash,
and dissolve in 10 parts of water.

The solution must be kept carefully protected from light, and better
results are obtained by not mixing the ingredients until immediately
required. After being coated with the solution, the paper must be laid
away to dry in a dark place, and must be shielded entirely from light
until used. When dry, the paper is of a yellow and bronze color. After
exposure the surface becomes darker, with the lines of the tracing still
darker. Upon washing, the characteristic blue tint appears, with the
lines of the tracing in vivid contrast. Excellent results have been
obtained from glass negatives by this process.--_Proc. Eng. Club,
Phila._

       *       *       *       *       *




REPRODUCTION OF DRAWINGS IN BLUE LINES ON WHITE GROUND.

A.H. HAIG.


The following process for making photographic copies of drawings in blue
lines on white background was invented by H. Pellet, and is based on the
property of perchloride of iron of being converted into protochloride on
exposure to light. Prussiate of potash when brought into contact with
the perchloride of iron immediately turns the latter blue, but it does
not affect the protochloride.

A bath is first prepared consisting of ten parts perchloride of iron,
five parts oxalic or some other vegetable acid, and one hundred parts
water. Should the paper to be used not be sufficiently sized, dextrine,
gelatine, isinglass, or some similar substance must be added to the
solution. The paper is sensitized by dipping in this solution and then
dried in the dark, and may be kept for some length of time. To take a
copy of a drawing made on cloth or transparent paper, it is laid on a
sheet of the sensitive paper, and exposed to light in a printing frame
or under a sheet of glass. The length of exposure varies with the state
of the weather from 15 to 30 seconds in summer to from 40 to 70 seconds
in winter, in full sunlight. In the shade, in clear weather, 2 to 6
minutes, and in cloudy weather, 15 to 40 minutes may be necessary. The
printing may also be done by electric light. The print is now immersed
in a bath consisting of 15 to 18 parts of prussiate of potash per 100
parts of water. Those parts protected from the light by the lines of the
drawing immediately turn blue, while the rest of the paper, where the
coating has been converted into protochloride by the effects of light,
will remain white. Next, the image is freely washed in water, and then
passed through a bath consisting of 8 to 10 parts of hydrochloric acid
to 100 parts of water, for the purpose of removing protoxide of iron
salt.

It is now again washed well in clean water and finally dried, when the
drawing will appear in blue on a white background.--_Proc. Eng. Club,
Phila._

       *       *       *       *       *

[PROCEEDINGS OF THE ENGINEERS' CLUB OF PHILADELPHIA.]




RELATIVE COSTS OF FLUID AND SOLID FUELS.

[Footnote: Read June 20, 1885.]

By JAMES BEATTY, JR., Member of the Club.


During the past twenty-five years there have been numerous efforts to
introduce fluid fuels as substitutes for coal, for the evaporation of
water in boilers, metallurgical operations, and, on a small scale, for
domestic purposes.

The advantages claimed for these fuels are: Reduction in the number of
stokers, one man being able to do the work of four using solid fuel.
Reduction in weight, amounting to one-half with the better classes.
Reduction in bulk; for petroleum amounting to about thirty-six per
cent., and with the gases, depending on the amount of compression. Ease
of kindling and extinguishing fires, and of regulation of temperature.
Almost perfect combustion and cleanliness.

Siemens used gas, distilled from coal and burnt in his well known
regenerative furnace.

Deville experimented with petroleum on two locomotives running on the
Paris and Strassburg Railroad.

Selwyn experimented with creosote in a small steam yacht, and under the
boilers of steamship Oberlin.

Holland experimented with water-gas in the furnace of a locomotive
running on the Long Island Railroad.

Isherwood experimented with petroleum under the boilers of United States
steamers.

Three railroads in Russia are using naphtha in their locomotives, and
steamers on the Volga are using the same fuel.

Wurtz experimented with crude petroleum in a reheating furnace at Jersey
City.

Dowson, Strong, Lowe, and others have devised systems for the production
of water gas.

These experiments, in general, have produced excellent results when
considered merely in the light of heat production, but, in advocating
their systems, the inventors seem to have overlooked the all-important
item of cost.

It is the object of this paper to show the impracticability of such
systems when considered from a commercial standpoint, so long as the
supply of coal lasts, and prices keep within reasonable limits.

In many cases, authors on the subject have given purely theoretical
results, without allowing for losses in the furnace.

The fuels to be considered are anthracite and bituminous coals, crude
petroleum, and coal, generator and water gases.

The average compositions of these fuels (considering only the heating
agents), as deduced from the analysis of eminent chemists, are:

PERCENTAGE BY WEIGHT.

  ________________________________________________________
                    |  C |  H  | O | CO |CH_{4}|C_{2}H_{4}
                    +----+-----+---+----+------+----------
  Anthracite        |87.7| 3.3 |3.2|    |      |
  Bituminous        |80.8| 5.0 |8.2|    |      |
  Petroleum         |84.8|13.1 |1.5|    |      |
  Coal gas          |    | 6.5 |   |14.3| 52.4 |  14.8
  Generator gas     |    | 1.98|   |35.5|  1.46|
  Water gas         |    | 6.3 |0.6|87.8|  1.2 |
  ------------------+----+-----+---+----+------+----------

We will employ the formula of Dulong--

  h = 14,500 C + 62,000 (H - O/8)

to compute the theoretical heating powers of these fuels. In the case of
methane, CH_{4}, the formula is not true, but the error is not great
enough to seriously affect the result. This gives for the combustion of
one pound of:

  Anthracite              14,500 Br. Heat Units.
  Bituminous              14,200 "    "     "
  Petroleum               20,300 "    "     "
  Coal gas                20,200 "    "     "
  Generator gas            3,100 "    "     "
  Water gas                8,500 "    "     "

Reducing the above to terms of pounds of water evaporated from 212° F.,
we have:

POUNDS OF WATER EVAPORATED FROM 212° F.

  Anthracite                               15.023
  Bituminous                               14.69
  Petroleum                                21.00
  Coal gas                                 20.87
  Generator gas                             3.21
  Water gas                                 8.7

The results of experiments show the efficiency of fluid-burning furnaces
to be about ninety per cent., while with coal sixty per cent. may be
taken as a good figure. The great difference in the efficiencies is due
to the fact that fluid fuels require for combustion very little air
above the theoretical quantity, while with the solid fuels fully twice
the theoretical quantity must be admitted to dilute the products of
combustion.

Correcting our previous results for these efficiencies, we have:

POUNDS OF WATER ACTUALLY EVAPORATED FROM 212° F., PER POUND OF FUEL.

  Anthracite                               9.0
  Bituminous                               8.8
  Petroleum                               18.9
  Coal gas                                18.8
  Generator gas                            2.9
  Water gas                                7.8

These figures agree closely with the results of experiments.

We will now consider the subject of cost.

The following cities have been selected, as manufacturing centers,
termini of railroads, or fueling ports for steamers.

In the case of petroleum, as it is rarely shipped in the crude state, an
approximation is made by adding to the cost at the nearest shipping port
the freight charged on refined petroleum, and ten per cent. to cover
duties and other charges.

Owing to the difficulty of obtaining prices, in some of the cities,
there may be some errors.

                                COSTS. MARCH, 1884.

                   Anthracite        Bituminous        Coal gas
                   per ton of        per ton of        per 1,000
                   2,240 lb.         2,240 lb.         cubic feet.

  New York          $4 00             $4 25             $1 75
  Chicago            5 00              3 50              1 25
  New Orleans        6 00              3 50              3 00
  San Francisco     12 00              7 50              3 00
  London             5 00              3 00              0 75
  Port Natal        12 50             11 00
  Sydney            12 00              7 00
  Valpariso         11 50              7 50

                  Generator         Crude               Water gas
                  gas per 1,000     Petroleum per       per 1,000
                  cubic feet.       bbl. of 42 gal.     cubic feet.

  New York         $0 45             $1 80               $0 50
  Chicago             45              2 00                  50
  New Orleans         45              2 50                  60
  San Francisco       55              2 00                  60
  London              43              2 70                  45
  Port Natal        Ap-               4 00                Ap-
  Sydney            proxi-            4 50                proxi-
  Valparaiso        mation.           3 00                mation.

In calculating the following table the specific gravity of coal gas is
taken at 0.4; generator gas at 0.44; water gas at 0.48; petroleum, 0.8.

                POUNDS OF FUEL FOR $1.00.   MARCH, 1884.

                Anthracite. Bituminous. Petroleum. Coal Water Generator
                                                   gas  gas.  gas.

  New York         560         527        156       18   74      76
  Chicago          448         640        142       24   74      76
  New Orleans      374         640        114       10   74      76
  San Francisco    187         299        142       10   62      62
  London           448         747        104       40   82      79
  Port Natal       179         204         71            Ap-     Ap-
  Sydney           187         320         63            proxi-  proxi-
  Valparaiso       195         299         94            mate.   mate.

These figures, multiplied by the actual evaporative powers as
calculated, give:

              POUNDS OF WATER EVAPORATED FROM 212° F. FOR $1.

                Anthracite. Bituminous. Petroleum. Coal Generator Water
                                                   gas    gas.    gas.

  New York        5040         4643       2948     338    220     577
  Chicago         4032         5638       2684     451    220     577
  New Orleans     3366         5638       2155     188    220     577
  San Francisco   1683         2634       2684     188    179     484
  London          4032         6581       1966     751    228     640
  Port Natal      1611         1797       1342           Ap-     Ap-
  Sydney          1683         2819       1191           proxi-  proxi-
  Valparaiso      1755         2634       1776           mate.   mate.

                           RELATIVE COSTS.

                Anthracite. Bituminous. Petroleum. Coal Generator Water
                                                   gas    gas.    gas.

  New York         $1 00       $1 08      $1 71   $14 92  $22 90  $8 70
  Chicago           1 00          71       1 50     8 72   18 30   7 00
  New Orleans       1 00          59       1 56    17 90   15 30   5 80
  San Francisco     1 00          64       1 50     8 75    9 40   3 50
  London            1 00          61       2 05     7 16   17 70   6 30
  Port Natal        1 00          90       1 21
  Sydney            1 00          34       1 39
  Valparaiso        1 00          44       1 03

These figures are very much against the fluid fuels, but there may be
circumstances in which the benefits to be derived from their use will
exceed the additional cost. It is difficult to make a comparison without
considering particular cases, but for intermittent heating petroleum
would probably be more economical, though for a steady fire coal holds
its own.

       *       *       *       *       *




THE MANUFACTURE OF STEEL CASTINGS.


At the opening meeting for the winter session of the Iron and Steel
Works Managers' Institute, held at Dudley on September 12, Mr. R.
Smith-Casson in the chair, Mr. B.F. McCallem, of Glasgow, read a paper
on "Steel Castings," which developed an interesting discussion upon
steel casting practice. Mr. McCallem said that it was thirty years since
the first crucible steel castings were made in Sheffield in the general
way, and with one exception the method of manufacture was pretty much
the same now as at that early date. The improvement was the employment
of gas furnaces instead of the old coke holes for melting. Important
economies had resulted from this introduction. Where before it required
3 tons of coke to melt 1 ton of steel, the same thing was now done with
35 cwt. of very poor slack. Though it was apparently easy to make
crucible steel castings, it was not in reality easy to make a true
steel, that was to say, to make a metal that contained only the correct
proportions of carbon and silicon and manganese. The only real way to
make crucible castings of true steel was to melt the proper proportions
of cast steel scrap with the proper amounts of silicon and manganese to
produce that chemical composition which was known to be necessary in
best castings. It was in consequence of this difficulty that many makers
resorted to the addition of hematite pigs. The Bessemer process was used
much more extensively upon the Continent than in this country in the
manufacture of castings. It seemed likely that Mr. Allen's agitator for
agitating the steel in the ladle so as to remove the gases would be
taken up largely for open-hearth castings and open-hearth mild steel, as
it had a wonderful effect. The Wilson gas producer, working in
conjunction with the open-hearth furnace, had recently produced some
extremely wonderful results. In some large works, steel was by its aid
being melted from slack which was previously absolutely a waste product.
The method of making open-hearth steel castings might be varied greatly.
The ordinary method generally practiced in this country was a
modification of the Terre Noire process. The moulds employed were only
of secondary importance to the making of the steel itself. Unless the
mould was good, no matter how good the steel was, the casing was
spoiled. The best composition which had been found for moulds was that
of a large firm in Sheffield, but unfortunately it was rather expensive.
A good steel casting ought to contain about 0.3 per cent. carbon and 0.3
per cent. of silicon and from 0.6 to 1 per cent. of manganese. Such a
casting, if free from other impurities, would have a strength of between
30 and 40 tons, and on an 8 inch specimen would give an elongation of 20
per cent. or even more. It was possible by the Terre Noire process to
produce by casting as good a piece of steel as could be made by any
amount of rolling and hammering.

The chairman said that, as they had so high an authority as Mr. McCallem
present, Staffordshire men would like to know his opinion upon the open
hearth basic system, in which they were greatly interested.

Mr. McCallem said that he believed that the basic process would be
worked successfully in this country in the open-hearth furnace before it
would be in the converter. At the Brymbo Works, in Wales, he had seen
the basic process worked very successfully in the open-hearth furnace;
and he was recently informed by the manager that he was producing ingots
at the remarkably low sum of 65s. per ton.

The chairman said that some samples which had been sent into
Staffordshire from Brymbo for rolling into sheets had behaved admirably.
He thought that the Patent Shaft and Axletree Company, at Wednesbury,
were at the present moment putting down an open-hearth furnace on the
basic process.

The discussion was continued with considerable vigor by Messrs. H.
Fisher (vice-president), James Rigby, J. Tibbs, M. Millard, Walker, W.
Yeomans (secretary), and others. Several of these gave it as their
experience that the best castings contained the most blowholes, and Mr.
McCallem accepted the pronouncement, with some slight qualification.

       *       *       *       *       *




SCIENCE IN DIMINISHING CASUALTIES AT SEA.


At the recent meeting of the British Association, Don Arturo de
Marcoartu read a paper on the above subject.

He stated that he wished to draw special attention to increasing the
safety of navigation against storms, fogs, fire, and collisions with
wrecks, icebergs, or vessels, and recommending the development of
maritime telegraphy. He urged that vessels should be supplied with
apparatus to communicate with and telegraph to each other and to the
nearest coast the weather and sea passed over by them, and that reports
given by vessels should be used as "warnings" more extensively. He
wished the mid-Atlantic stations connected by telegraph for the same
purpose.

In regard to the use of oil on rough seas, he said that Dr. Badeley in
1857, Mr. John Shields five years ago at Peterhead and last year at
Folkestone, the Board of Trade in 1883, and a committee on life saving
appliances of the United States had made experiments. The conclusions of
the committee were that in deep water oil had a calming effect upon a
rough sea, but there was nothing in either source of information which
yet answered the question whether or not there is in the force exerted
by the wind a point beyond which oil cannot counteract its influence in
causing the sea to break. He thought it appeared that oil had some
utility on tidal bars; on wrecks, to facilitate the operations of
rescue; on lifeboats and on lifebuoys. In regard to icebergs, he thought
the possibility of obtaining an echo from an iceberg when in dangerous
proximity to a ship should be tried. He advocated the use of automatic
sprinklers in the case of fire, the establishment of parabolic
reflectors for concentration of sound, and the further prosecution of
experiments by Professor Bell in establishing communication between
vessels some distance apart by means of interrupted electrical currents.
The improvement of navigation, he said, meant an international code of
police to improve police rules of navigation; an international code of
universal telegraphy for navigation; an international office of
meteorology and navigation to collect the studies; experiments on the
weather, on the sea, on the casualties; and the discovery by experiment
of new apparatus and appliances to diminish maritime disaster.

He had called the attention of two governments to this matter, and he
hoped that before long there would be proposed an international
congress--such as the postal, telegraph, and sanitary congresses, and
the international convention to fix the common meridian--by one of the
maritime powers, by which would be founded an international institution
to diminish casualties at sea. He recommended a universal system of
buoys. The great losses of life and property every year were worthy the
devotion of £300,000 by an international institution, which would be
much less than the monthly average loss in navigation.

Admiral Pim said that ships were improperly built--some were ten times
longer than their beam. There was nothing in the world so ticklish as a
ship; touch her in the waist, and down she goes. He believed sailing
ships ought not to exceed four times their beam, and steamers certainly
not more than six times. He pointed out that a fruitful cause of
accidents was the stopping of steaming all at once in the case of
impending collision, by which the rudder lost control of the vessel. If
constructors looked more to the form of the ships, and got them to steer
better, collisions would be avoided.

The Lord Advocate said it had always occurred to him that one great
secret of collisions at sea was the present system of lights, which made
it impossible for the vessel at once to inform another vessel what it
was about. The method of signaling was very crude, and he ventured to
say that it was quite out of date when vessels met each other at a rate
of speed of 24 to 25 knots. He had, as an amateur, tried a method which
he would attempt to explain. His idea was to fit up a lantern on deck,
showing an electric light. The instrument would be controlled by the
rudder, and the commanding officer of the vessel would be able so to
turn it when the helm was put up or down that the light would flash at
some distance in front of either bow of the vessel, and thus be a signal
to a vessel coming in an opposite direction. When the helm was
amidships, the light was shown straight ahead, and could not be moved
until the helm was shifted. The direction in which the vessel was going
could not by any possibility be mistaken, and it was plain that if the
lights from two ships crossed each other, then there was danger. If the
lights were clear of each other, then the ships would pass safely.

Sir James Douglass asked if his Lordship had made any experiments.

The Lord Advocate said he had not. The Board of Trade had such a number
of inventions on this subject on hand that he supposed they were already
disgusted. Besides, he was only an amateur, and left the carrying out of
the suggestion to others.

Sir James Douglass said this idea of a lantern did very well for a short
distance, but for a long distance it utterly failed. It was very
difficult to realize a movement from a distance of over a mile out to
sea, and signals were required to be visible for from two to three
miles.

The Lord Advocate said his idea depended not upon the object light, but
upon the sweep of the light on the water.

Sir James Douglass said all those questions were of the utmost
importance to a maritime country. In regard to experiments with oil on
troubled water, he had witnessed them, and he had carefully studied all
the reports, and had come to the conclusion that they were all very well
in a tub of water or a pond, but on the ocean they were utterly
hopeless. He would stake his reputation on that. They had been tried in
the neighborhood of Aberdeen, and he had prophesied the results before
they were commenced. It was utterly hopeless to think that a quantity of
oil had the power of laying a storm--all the world could not produce oil
enough to bring about that result.

There might be something in maritime telegraphy, and he hoped the
experiments of Mr. Graham Bell, in transmitting through two or three
mile distances, would come to something. He did not believe in powerful
lights. Increase the lights to any very great extent, and a dazzling
effect was the result. In regard to sound, he wondered that no more
effective alarm was used than the whistle. It was well known that, as
the whistle instrument was enlarged, the sound became more and more a
roar. He would have ships use all their boiler power in sounding a
siren, so that the sound could be heard at a distance of not less than
two or three miles in any weather. With such a signal as that there
ought to be, not absolute safety, but collisions would be more easily
prevented. He was glad to say that a universal system of buoys had been
practically arranged, thanks to the Duke of Edinburgh and his committee,
so that, as soon as an old system can be changed to a new one, all the
buoys would bear one universal language.

Admiral Pim pointed out that a red light would show four miles, while a
green light was only visible for two miles and a half, so that, if a
green light were seen, it indicated that the two vessels were within two
miles and a half of each other.

Sir James Douglass said there was undoubtedly a weakness in regard to
these lights; and he held that in the manufacture of lights effect
should be given to the difference that existed in the various lights, so
that, by making the green light more powerful, it could penetrate as far
as the red, and in the same way making the red and green lights
proportionately more powerful, so that they would penetrate as far as
the white light.

Sir James Douglass said he had seen a parabolic reflector for sound
tried, but, unfortunately, the reflector so intensified and focused all
the sounds about the vessel and the noise of the sea that the operator
could hear nothing but a chaos of sound.

       *       *       *       *       *




A PLAN FOR A CARBONIZING HOUSE.


The operation of carbonizing woolen rags for the purpose of obtaining
pure wool, through the destruction of the vegetable substances contained
in the raw material, maybe divided into two parts, viz., the immersion
of the rags in acid, with subsequent washing and drying, and the
carbonization properly so called. The first part is so well known, and
is so simple in its details and apparatus, that it is useless to dwell
upon it in this place. But the second requires more scientific
arrangements than those that seem to be generally adopted, and, as
carbonization is now tending to constitute a special industry, we think
it is of interest to give here a typical plan for a plant of this kind.
It will be remarked that this plan contains all the parts in duplicate.
The object of this arrangement is to permit of a greater production, by
rendering the operation continuous through half of the apparatus being
in operation while the other half is being emptied and filled.

Figs. 4 and 5 give plans of the ground floor and first story, and Figs.
1, 2, and 3 give vertical sections. The second story is arranged like
the first, and serves as a drier. As we have said, there is a double
series of chambers for carbonization, drying, and work generally. These
two series are arranged on each side of a central portion, which
contains the heating and ventilating apparatus and a stone stairway
giving access to the upper stories. The heating apparatus is a hot air
stove provided with a system of piping. The rags to be carbonized or the
wool to be dried are placed upon wire cloth frames.

The carbonization is effected in the following way: When the heating
apparatus has been fired up, and has been operating for about half an
hour, the apertures, i, are opened so as to let the air in, as are also
those, m, which allow the hot air to pass into the chambers. The hot air
then descends from the top of the chamber into the wool or rags, and,
becoming saturated and heavier, descends and makes its exit from the
chamber through an aperture, n, near the floor, whence it flows to the
central chimney. This latter, which is built of brick or stone, contains
in its center a second chimney (formed of cast or forged iron pipes)
that serves to carry off into the atmosphere the products of combustion
from the heating apparatus. The heat that radiates from these pipes
serves at the same time to heat the annular space through which the
vapors derived from the wool are disengaged.

The air, heated to 40° or 50°, is made to pass thus for several hours,
until the greater part of the humidity has been removed. The temperature
is then raised to 80° or 90° by gradually closing the apertures that
give access to the ventilating chimney. In order that it may be possible
to further increase the temperature during the last hour, and raise it
to 90° or 120°, an arrangement is provided that prevents all entrance of
the external air into the heating apparatus, and that replaces such air
with the hot air of the chamber; so that this hot air circulates in the
pipes of the stove and thus becomes gradually hotter and hotter. The hot
vapors that issue from the lower chamber rise into the upper one, where
they are used for the preliminary drying of another part of the
materials.

The hot air stove should be well lined with refractory clay, in order to
prevent the iron from getting red hot, and the grate should be of
relatively wide surface. All the pipes should be of cast iron, and all
the joints be well turned. Every neglect to see to such matters, with a
view to saving money, will surely lead in the long run to bad results.

[Illustration: PLAN OF WORKS FOR CARBONIZING WOOL. (Scale 1-200.)]

The mode of work indicated here is called the moist process. It
necessitates the use of a solution of sulphuric acid, but, as this
latter destroys most colors, it cannot be used when it is desired to
preserve the tint of the woolen under treatment. In this case recourse
is had to the dry process, which consists in substituting the vapors of
nitric acid heated to 115° or 125° for the sulphuric acid. The
arrangement of the rooms must likewise be different. The chambers, which
may be in duplicate, as in the preceding case, are vaulted, and are
about three yards long by three wide and three high. The rags are put
into wire cages that have six divisions, and that are located in the
middle of the chamber, where they are slowly revolved by means of
gearings. Under the floor are the heating flues, and upon it is a
reservoir for holding the vessel that contains the acid to be vaporized.
The arrangements for the admission of air and carrying along the vapors
are the same as in the other case. Great precaution should be taken to
have the flues so constructed as to prevent fire.--_Bull, de la Musee de
l'Industrie_.

       *       *       *       *       *




APPARATUS FOR EVAPORATING ORGANIC LIQUIDS.


According to Mr. D'A. Bernard, it is especially important, in the dry
distillation of distiller's wash in a closed vessel, for the production
of methyls, ammonia, acetates, and methylamine, that the mass shall be
divided as completely as possible, since it then takes but a relatively
moderate heat to completely destroy the organic coloring matter
contained in the wash. The apparatus shown in Figs. 1 and 2 is based
upon this observation.

The wash enters, through the hopper, D, and the valve, z, a long boiler,
B, which is heated by the furnace, F, through the intermedium of a
waterbath, w. An agitator, E, moves the mass slowly to the other
extremity of the boiler, from whence it makes its exit in the form of
dust. To the frame, E, are fixed the scrapers, b, and the interrupted
pieces, a, in front of which are the hinged valves, c. In the motion of
the pieces, a, from right to left, these valves free the apertures
thereof and allow the wash to pass, while in the motion from left to
right the apertures are closed and the valves push the mass to be
evaporated before them.

From any motor whatever, the frame, E, receives a double to and fro
motion in a horizontal and vertical direction, the latter of which is
produced by the rods, f, which are provided at their lower, forked
extremity with rollers, e, over which passes the piece, d, that supports
the frame, E. At their upper part the rods, f, pass through the side of
the boiler, through the intermedium of stuffing boxes, and are connected
by their upper extremities, through a link, with levers, g, that revolve
around the point, h. A cam shaft, M, communicates a temporary,
alternately rising and descending motion to the levers, g, and the rods
f. The same shaft, M, opens and closes the valve, z, of the hopper, D,
and thus regulates the entrance of the wash into the boiler. The frame,
E, receives its horizontal to and fro motion from the rod, l, which
traverses a stuffing-box and is moved by a crank on an eccentric, m. The
material in powder derived from the evaporation of the wash is stored at
the extremity of the apparatus into a lixiviating vessel, G, provided
with a stirrer, H. The salts and other analogous matters are dissolved,
and the residuum, which constitutes a carbonaceous mass, is forced out
of the apparatus, while the solution passes directly to the refinery,
where it is evaporated.

[Illustration: APPARATUS FOR THE EVAPORATION OF ORGANIC LIQUIDS.]

In manufactories where no refining is done, the crude potassa in powder
is pushed on to a prolongation of the apparatus which is cooled by means
of water, and is removed from time to time with shovels by the workmen,
so that the orifice of the boiler remains constantly covered externally
by the mass, and that the air cannot re-enter the apparatus.

The gases disengaged during the operation pass into a cooler, where they
condense into a liquid which contains ammonia and methylamine. The
non-condensable part of the gases is burned in the furnace of the
manufactory.

       *       *       *       *       *




IMPROVED LEVELING MACHINE.


In the American Court of the Inventions Exhibition, London, we find a
leveling machine for sheet metals exhibited by Mr. J.W. Britton, of
Cleveland, Ohio, and which we illustrate.

This apparatus is intended to supersede the cold rolling of plates in
order to take the buckle out of them. The sheets are clamped in the jaws
or grips shown, and the stretch is effected by means of a hydraulic ram
connected directly to the nearest pair of jaws. The power is obtained by
means of a pair of pumps run through spur-gearing by the belt pulleys
shown. The action of the machine puts a strain on those parts of the
plates which are not "bagged" or buckled, and this causes the surface to
extend, the slack parts of the plate not being subject to the same
stretching action. The machine shown is designed to operate on sheet
iron from No. 7 to No. 30 gauge, and up to 36 in. wide, the limit for
length being 120 in. About a dozen sheets can be operated on at once.
The machine appears to have met with considerable success in America,
and has been used for mild steel, iron, galvanized or tinned sheets,
copper, brass, and zinc. The details of this machine are given in Figs.
1 to 8. Figs. 1 and 2 are a plan and side elevation of the bed of the
machine, showing the position of the hydraulic ram. Fig. 3 shows the
bars used for holding the back jaws in position, with the holes for
adjusting to different lengths of the plates. Fig. 4 is a back view and
section of the crosshead and one of the bolts that connect the moving
grip with the hydraulic ram. Fig. 5 gives a plan and cross section of
the back grip, and Fig. 6 is a back elevation of the same, with a front
view and section of the gripping part. Fig. 7 shows the gear by which
the jaws are opened and closed.

[Illustration: BRITTON'S PLATE STRAIGHTENING MACHINE.]

       *       *       *       *       *




THE SCHOLAR'S COMPASSES.


Among the numerous arrangements that have been devised for drawing
circles in diagrams, sketches, etc., one of the simplest is doubtless
that which is represented in the accompanying figure, and which is known
in England as the "scholar's compasses." It consists of a socket into
which slides a pencil by hard friction, and to which is hinged a
tapering, pointed leg. This latter and the pencil are held at the proper
distance apart by means of a slotted strip of metal and a binding screw.
When the instrument is closed, as shown in the figure to the left, it
takes up but little space, and may be easily carried in the pocket
without the point tearing the clothing, as the binding screw holds the
leg firmly against the pencil.

The mode of using the apparatus is so well shown in the figure to the
right that it is unnecessary to enter into any explanation.--_La
Nature_.

[Illustration: THE SCHOLAR'S COMPASSES.]

       *       *       *       *       *




THE INTEGRAPH.


In scientific researches in the domain of physics we often meet with the
following problem: Being given any function whatever, y = f(x), to find
a curve whose equation shall be

      _
     /
     |
y =  | f(x)dx + C.
     |
   _/

[TEX: y = \int f(x) dx + C.]

Let us take an example that touches us more closely; let us suppose that
we know an induced current, and that we can represent it by a curve
y=f(x). The question is to find the inductive current, that is to say,
the curve represented by the equation

      _
     /
     |
y =  | f(x)dx + C.
     |
   _/

[TEX: y = \int f(x) dx + C.]

The apparatus called an integraph, constructed by Messrs. Napoli and
Abdank-Abakanowicz, is designed for solving this problem mechanically,
by tracing the curve sought. Let us take another example from the domain
of electricity, in order to better show the utility of the apparatus;
let us suppose that we have a curve representing the discharge of a pile
or of an accumulator. The abscisses represent the times, and the
ordinates the amperes. The question is to know at every moment the
quantity of coulombs produced by the pile. The apparatus traces a curve
whose ordinates give the number of coulombs sought. We might find a
large number of analogous applications.

[Illustration: THE INTEGRAPH.]

The apparatus is represented in the accompanying figure. An iron ruler,
I, parallel with the axis of the X's, is fixed upon a drawing-board, and
is provided with a longitudinal groove in its upper surface. In this
groove move two rollers, which, in the center of the piece that connects
them, carry two brass T-squares that are parallel with each other and at
right angles with the first, or parallel with the axis of the Y's.
Between these two rulers move two carriages, the first of which (nearest
the axis of the X's) carries a point, A, designed to follow the contour
of the curve to be integrated, while the second, which is placed further
away, is provided at the center with a drawing-pen, A', whose point is
guided by two equidistant wheels, R, R', that roll over the paper in
such a way as to have their plane parallel with a given straight line,
and that have always a direction such that the tangent of the point's
angle with the axes of the X's is constantly proportional to the
ordinate of the primitive curve.

The carriages are rendered very movable by substituting rolling for a
sliding friction of the axes. To this effect, the extremities of the
axes of the wheels that support and guide them are made thin, and roll
over the plane surface of recesses formed for the purpose in the lateral
steel surfaces of the carriages, while the circumference of the wheels
rolls in grooves along the two T-squares.

These latter are, on the one hand, carried by rollers that run in the
groove of the iron, I, and, on the other, by a single roller that runs
over the paper. At right angles with one of these bars is fixed a
divided ruler, through one point of which continually passes a third
ruler, whose extremity pivots upon the point, A, of the first carriage.

When the divided ruler is placed upon the axis of the X's, and the
point, A, of this carriage is following the contours of the figure to be
integrated, the tangent of the angle made by the inclined ruler with the
axis of the X's will be proportional to the ordinate of the figure. The
wheels, R and R', of the drawing-pen, A', of the second carriage must
move parallel with this ruler. In order to obtain such parallelism, we
employ a parallelogram formed as follows: Two gear-wheels of the same
diameter are fixed upon the ruler that ends at the point, A, of the
first carriage, and their line of centers is parallel with the latter.
The second carriage likewise carries two drums equal in diameter to
those of the toothed wheels. These are fixed, and their line of centers
must remain constantly parallel with the line of centers of the
gear-wheels, and consequently with the straight line which passes
through the point, A. This parallelism is obtained by means of a weak
steel spring, or of a silken thread passing over the four wheels, the
two first of which (the gear-wheels) hold it taut by means of a barrel
and spring placed in the center of one of them.

The edge of the wheels, R, R', of the second carriage prevents the
latter from giving way to the traction of the threads, permitting it
thus to move only in the direction of their plane.

It will be seen that by this system two of the sides of the
parallelogram are capable of elongating or contracting through the
unwinding and winding of the silken thread on the drums of the two cog
wheels, which latter, gearing with each other, allow of the escape of
but the same length of the two threads.

It will be observed that in this system integration is effected by
forcing the pen to follow a certain direction, and that consequently the
curve does not depend upon the dimensions of the different parts of the
apparatus.--_La_ _Lumiere Electrique_.

       *       *       *       *       *




APPARATUS FOR MANUFACTURING GASEOUS BEVERAGES.


The apparatus represented in the accompanying cuts is designed for the
manufacture of gaseous beverages, and is of Messrs. Boulet & Co.'s make.
Fig. 1 represents the apparatus complete, with gasometer and bottling
machine. Fig. 2 gives a vertical section of the apparatus properly so
called, including the producer, the purifier, and the saturator, all
grouped upon a cast-iron column.

[Illustration: FIG. 1. APPARATUS FOR MANUFACTURING GASEOUS BREEZES.]

The producer, A, is designed to receive the sulphuric acid and carbonate
of lime. A mixer, F, revolves in the interior of this, and effects an
intimate admixture of the lime and acid without the necessity of the
former being pulverized beforehand. The carbonate of lime (usually in
the form of chalk) is introduced directly into the producer through the
aperture, K, while the acid contained in the receptacle, B, at the side
of the column and above the producer flows put through a curved pipe in
the bottom. The flow is regulated by the valve, C. The receptacle, B, is
lined with platinum. As soon as the acid comes into contact with the
carbonate, there occurs a disengagement of carbonic acid gas, which
flows directly through the pipe, F, into the purifier at the upper part
of the column. From thence the gas passes into a third washer, D, of
glass. When thoroughly washed, it flows through the pipe, L, into the
gasometer, which is of galvanized iron, and is very carefully balanced.

The saturator, which is the most important part of the apparatus,
comprises a pump, a feed reservoir, and a sphere. The pump, which is of
bronze, is placed at the side of the column, at the lower part (Fig. 1).
This sucks up the gas stored in the gasometer and the water contained in
the reservoir, and forces them into the sphere. This latter is of
bronze, cast in a single piece, and the thickness of its sides prevents
all danger of explosion. It is silvered internally, and provided with a
powerful rotary agitator that favors the admixture of the water and gas.

[Illustration: FIG. 2.]

The apparatus it rendered complete by a bottling machine, which is
placed either on a line with the apparatus or in front of it. This
machine is connected directly with the sphere by a block-tin
pipe.--_Chronique Industrielle_.

       *       *       *       *       *




APPARATUS FOR MEASURING THE FORCE OF EXPLOSIVES.


Among the numerous apparatus that have been devised for determining the
power of powder, those designed for military purposes are the ones most
extensively used. Up to the present, very few experimental apparatus
have been constructed for civil uses, although such are no less
necessary than the others. Mr. D'O. Guttman has examined the principal
types of dynamometers with respect to their use for testing explosive
materials, and, after ascertaining wherein they are defective, has
devised an apparatus in which the principle is the same as that employed
by Messrs. Montluisant and Reffye at Meudon, that is to say, one in
which the force of the powder is made to act upon a lead cylinder fixed
in a conical channel. Mr. Desortiaux objects that in this system, when
it is employed with charges for cannons, the action has already begun
when only a portion of the powder is burned. To this, Mr. Guttman
responds that his apparatus operates only with small charges (300
grains), which practically inflame simultaneously in every part when the
igniting is done in a closed space. In order that the force may not be
made to act in one direction only, the inventor uses two leaden
cylinders. His apparatus is shown in the accompanying Figs. 1, 2, and 3.
It consists of a median piece, a, and of two heads, b, of an external
diameter of four inches. These pieces are of tempered Bessemer steel.
The two heads are four inches in length, one inch of which is provided
with a screw thread. Each of them contains an aperture, c, 1.34 inches
wide below, 1.3 inches wide above, and 1.18 inches deep. This aperture
is followed by another and conical one, d, 1.38 inches deep, and 0.4
inch wide at its narrowest end, and finally by another one, e, 0.4 inch
wide, which runs to the exterior. The median piece, a, is 4 inches long.
It is provided at the two sides with nuts, between which there is a
cylindrical space, f, 1.8 inches long, designed to receive the charge.
The inflaming plug, g, is screwed into the exact center of the median
piece, a, which it enters to a depth of one inch. Into the space that
still remains free is screwed a plug, h. The lower surface of the plug,
g, contains a hollow space, 0.6 inch wide and deep. This hollow is
prolonged by another one, 0.24 inch wide, and contains a valve, i, which
has a play of about 0.08 inch. The three parts are connected by a key
which passes into the holes, x, and are rendered tight by copper rings,
y.

When it is desired to charge the apparatus, a leaden cylinder, 1.34
inches long and 1.3 inches in diameter, is placed in one of the heads,
and the median piece is so screwed that it can be made still tighter by
a few turns. Then a steel plate, k, 1.3 inches wide by 0.2 inch thick,
is placed against the cylinder, and against this plate again is placed a
cardboard disk, 1.34 inches wide by 0.4 inch thick. This completely
closes the hollow space. The steel plates and heads are marked with the
figures 1 and 2, which, through the pressure, are impressed upon the
leaden cylinders. Then the charge of powder, weighing exactly 300
grains, is introduced, and a new cardboard disk, a steel plate, and a
leaden cylinder are inserted, and the second head is screwed up. The
apparatus is now ready to operate. An ordinary priming is placed on the
pyramid, h, and the plug with the valve is screwed down in such a way
that the latter shall have a little play. By means of a hammer, m, a
smart blow is given the valve i, and this detonates the priming, and
causes an explosion of the charge. The gases make their exit through the
pyramid, h, and lift the valve and press it against the plug, so that
their escape is effectually prevented. In fact, the explosion takes
place without noise. A slight whistling, only, indicates that the
capsule has not missed fire, and that the apparatus may be immediately
opened, the gases having condensed in the interior. It is well, however,
to place the closed apparatus in water, in order that the residua that
have entered the threads of the screw may become detached, and that the
apparatus may be opened easily. Although there is no danger in standing
alongside the apparatus, it is much better to spring the hammer by means
of a cord of a certain length, since the valve and especially the
pyramid gradually burn and may be thrown out. With some kinds of powder
the pyramid rapidly melts, and must be frequently replaced.

[Illustration: APPARATUS FOR MEASURING THE FORCE OF EXPLOSIVES.]

The two cones of lead obtained are then measured to 0.004 of an inch by
means of a gauge (Fig. 3).

The inventor has made numerous experiments with his apparatus, and
thinks it permits of determining the total force developed by powder
very perfectly.

       *       *       *       *       *




SANDMANN'S VINEGAR APPARATUS.


For obtaining anhydrous or very concentrated vinegar directly from
pyrolignite of lime or other acetates by a single distillation, Mr. D.
Sandmann, of Charlottenburg, employs the apparatus shown in the
accompanying engraving. It consists of a double-bottomed copper or
enameled iron boiler, A, arranged for being heated by steam, and the
upper part of which is protected against the action of the acid vapors
disengaged during distillation by a lining of refractory clay. The stone
cover, B, is provided with an aperture, b, through which the boiler is
filled. The steam pipe, k, is inclosed in a second pipe, f, provided
with radii. This tube serves as a stirrer; and is set in motion by means
of a pulley, g. The tube, c, is connected with a worm, h, and the tube,
d, which is provided with a valve, leads to the second boiler, C. The
head, D, which acts, by reason of its internal arrangement, as a
dephlegmator, is of enameled iron, and is provided with a thermometer,
f, and an aperture, p. Above the spirals of the worm, e, are placed
strips of glass, the free intervals between which are filled in with
pieces of glass, porcelain, or any other material not attackable by
acids. The arrangement is such that the rising vapors can regularly and
without obstruction traverse these materials of wide surface. The
condensed liquid falls back into the lower part of the boiler. The worm,
e, debouches into a cooler, F, fed with water through the cock, n.

At the bottom of the boiler, A, there is fixed a tubulure, r, closed by
a lever, s, and having a fastening device, o. This tubulure permits of
emptying the boiler into the reservoir, L.

A like arrangement is found in the boiler, C. The valves, V, serve to
introduce steam for heating into the double bottoms of the two boilers.
The water of condensation flows out through the tubes, u. The water for
cooling enters the coolers, F, J, and Z, through the cocks, n, and flows
out through the tubes, v.

The acetate, previously crushed, is placed in the boiler, A, and the
quantity of acid necessary to decompose it is added. The mass is
afterward mixed with care by means of the stirrer, and the distillation
may then proceed at once.

The vapors of acetic acid that are disengaged enter the boiler, C,
through the tube, d, and are kept hot by the steam. In the head, D, they
are separated into two portions, viz., into concentrated acetic acid,
which condenses by reason of its high boiling point, and into steam,
which distills and carries along but a very small amount of acetic acid.
This steam passes through the pipe, G, into the worm, H, condenses, and
afterward flows into the vessel, N.

[Illustration: APPARATUS FOR THE MANUFACTURE OF VINEGAR.]

The acetic acid that accumulates in the boiler, C, must be again
vaporized and treated until it no longer gives off any steam at all
through the pipe, G. The amount of cooling water admitted into the worm,
e, that traverses the head, D, is regulated according to the degree of
concentration it is desired to give the acid. As soon as the steam can
no longer be separated in the boiler, C, and temperature has reached 118
degrees, the anhydrous acetic acid is distilled through the tube, g, and
received in the cooler, K, wherein it condenses. When the contents of
the boiler, A, have been distilled to dryness, the tube, d, is closed
and the cock of the tube, c, is opened. After this, steam is injected
directly through the tube, k, in order to distill the acetic acid that
still remains in the residuum, and which passes thus through the tube,
e, into the worm, h, and flows into the two-necked bottle, S.

There may be added to the boiler, C, certain materials for purifying the
acetic acid, such as permanganate of potassa or acetate of soda, so as
to obtain an absolutely pure article.--_Dingler's Polytech. Journal_.

       *       *       *       *       *




FIELD KITCHENS.


We illustrate the field kitchens of Captain J.C. Baxter, R.E., in the
Inventions Exhibition. Figs. 1 to 3 represent Captain Baxter's
Telescopic Kitchen, both open for use and packed up for traveling. These
kitchens, which are on an entirely new principle, consist of from three
to five annular kettles, either circular or elliptical, which are placed
one on another, and the fire lighted inside the central tube. The
kettles are built up on the top of the outer case in which they are
carried, the central tube being placed over the grate in the lid. A
small iron stand, supporting an ordinary pot, is placed on the top. When
packed up, the annular kettles fit or nest into each other, and into the
outer case; the iron stand packs inside the innermost kettle, and the
top pot is placed on the outer case, being secured by a strap. This form
of kitchen is intended for the use of officers, both regular and
volunteer, and for officers' and sergeants' messes on active service or
in camp. They are also suited for travelers, explorers, colonists,
boating, shooting, and fishing parties, and in fact for all who may
require to cook in the open air. Figs. 4 to 6 represent the kitchen of
the field service pattern with conical kettles, while Figs. 7 and 8
represent the same pattern with elliptical kettles. These kitchens
consist of five annular vessels, either circular or elliptical, which
are placed one upon another, and the fire lighted in the central tube or
flue. A small iron stand, supporting an ordinary pot or kettle, may be
placed on the top as in the other set. A small hole, 18 inches long, 6
inches deep, and of the same width as the central tube of the annular
kettles, may be made for an ashpit, or the kitchen may be raised a few
inches from the ground on stones or turf. The annular vessels may be
made cylindrical or conical; in the latter case they will fit or nest
into one another, and save space when not in use. They may be made
circular or elliptical. Those intended for cavalry are provided with
straps to attach them to the saddle. This form of kitchen is intended
for the use of troops on active service, or in camp or barracks,
workhouses prisons, schools, and soup kitchens; also for cooking food
for cattle and hounds; and for all who may require to cook and
distribute quickly large quantities of food, soup, or tea, or to heat
water rapidly at a small cost. The manufacturers are M. Adams & Son,
London.--_Iron_.

[Illustration: FIG. 1.-FIG. 3. FIELD KITCHENS.]

[Illustration: FIG. 4.-FIG. 6. FIELD KITCHENS.]

[Illustration: FIG. 7.-FIG. 8. FIELD KITCHENS.]

       *       *       *       *       *




A NEW COP-WINDER.


In Germany extensive use is made of a cop-winding machine in which the
wooden spindle consists of a cone moved by a screw, and the position of
which is horizontal. Fig. 1 shows the primitive type of the German
apparatus, in which the cone that forms the cop is set in motion by a
horizontal screw. It is at first the greater diameter of the cone that
moves the tube, and permits the thread to accumulate beneath the narrow
extremity. But, as soon as a core of thread has been formed, it is in
contact with the entire surface of the cone, and thus revolves with a
mean velocity until it is finished.

In the new model (Fig. 2) the arrangement is different. Here A is the
paper tube, with wooden base, to which it is freely attached, and C is
the cone that moves over the screw, D. The thread passes into a groove
which makes one revolution of the cone, and from thence over the paper
tube, where it receives the form of a cop by reason of the transverse
motion of the cone upon the screw. This transverse motion is at first
prevented by the click, F, which falls into the teeth of the
ratchet-wheel fixed behind the cone. The shaft revolves continuously,
but has, at the same time, a to and fro motion in the direction of its
axis, so as to cause the thread to move forward constantly and form a
cop. This to and fro motion is obtained by means of a lever and a
sleeve, I, the wheel, H, of the shaft being set in motion by the pinion,
J, actuated by the transmission of the machine. As the spindle advances,
a core is formed; the click, F, is then pushed backward, and the cone is
kept in motion by the thread until the cop is finished.

[Illustration: A NEW COP-WINDING MACHINE.]

Preference is usually given to the horizontal model; but the system may
likewise be applied to a vertical spindle, and the arrangement in this
case is simpler, as shown in Fig. 3. A rotary motion of the shaft is
useless here, as the click, F, acts in an oblique position upon the
ratchet-wheel, O, and pushes it by reason of the to and fro motion of
the screw.

       *       *       *       *       *

[Continued from SUPPLEMENT, No. 513, page 8191.]




THE PRESERVATION OF TIMBER.

[Footnote: From the Transactions of the Society.]

REPORT OF THE COMMITTEE OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS ON
THE PRESERVATION OF TIMBER, PRESENTED AND ACCEPTED AT THE ANNUAL
CONVENTION, JUNE 25, 1885.

BOUCHERIE, OR SULPHATE OF COPPER.


The name of Dr. Boucherie is generally applied to the _process_, which
he invented and extensively applied, of preparing wood by forcing a
solution longitudinally through the pores of the wood by means of
hydraulic pressure. As, however, he also patented the use of sulphate of
copper, and his name became attached to the use of that antiseptic, it
will be convenient here to classify experiments made with that substance
under this head.

Dr. Boucherie was a distinguished French chemist, who between 1836 and
1846 made many elaborate researches and experiments upon the
preservation of timber. He tried many substances, and at first
recommended the use of pyrolignite of iron, but subsequently used
sulphate of copper, which he considered more effective.

His first experiments were conducted by vital suction, that is, by
tapping the living tree, and allowing the ascending sap to carry up a
preserving solution. This was not found to give uniform or satisfactory
results, and Dr. Boucherie then invented the process which bears his
name. This was practiced either by applying a cap to the end of a
freshly cut log, through which the solution was allowed to flow by
pressure, or by sawing a log nearly through in the middle, raising it at
the center slightly, so as to open the joint, placing a strip of tarred
rope or a rubber band just inside the periphery of the cut log, and
letting it spring back, so as to form a tight joint by pressing upon the
rope or band. An auger hole bored diagonally into the cavity so formed
then served to admit the solution under pressure.

This process, applied with a solution of about one pound of sulphate of
copper to one hundred pounds of water, has been extensively applied in
France for many years, with satisfactory results. It was found, however,
that to be successful it must be applied to freshly cut trees in the log
only, and that this involved so much delay, moving about, waste, and
annoyance, that it has now been abandoned. These difficulties would be
still greater in this country, and in the Northern States the process
could not be applied at all during the winter (or season for cutting
down trees), as the solution would freeze.

On this page is a list of the experiments which your committee have been
able to learn about, as having been made with sulphate of copper in this
country.

RECORD OF AMERICAN EXPERIMENTS.

SULPHATE OF COPPER, OR BOUCHERIE.

--+--------------+----+--------+----------+----------+----------+---------------
  |              |    |        | Material |Subsequent|          |
No|   Locality   |Year|Process.| Treated. | Exposure.| Results. |  Authority.
--+--------------+----+--------+----------+----------+----------+---------------
 1|Chili, S.A.   |1857|Boucher.|Poplar    |R.R. track|Favorable |W.W. Evans
  |              |    |        |  ties    |          |          |
 2|Cleveland, O  |1870|Thilmany|Ties      | "     "  |Favorable |J.R. Conrad
  |              |    |        |          |          | to 1875  |
 3|Washington    |1872|   "    |Paving    |Laboratory|Unfavor.  |W.C. Tilden
  |              |    |        |  blocks  |          |          |
 4|Pensacola     |1874|   "    |Live oak  |Teredo    |Failure   |W.H. Varney
  |              |    |        |          |          |          |
 5|Charleston, SC|1875|   "    |Pine block|  "       |   "      |Q.A. Gillmore
  |              |    |        |          |          |          |
 6|San Francisco |1876|   "    | "     "  |  "       |   "      |C.S. Stewart
  |              |    |        |          |          |          |
 7|Milwaukee     |1876|   "    | "     "  |Pavement  |Favorable,|Schlitz Bg.
  |              |    |        |          |          | 1882     |  Co.
 8|Norfolk, Va.  |1876|   "    |Hackmatack|Teredo    |Failure   |P.C. Asserson
  |              |    |        |          |          |          |
 9|Charlestown,  |1877|   "    |Various   |Laboratory|Favorable |J.F. Babcock
  | Mass         |    |        |          |          |          |
10|Wabash R.R.   |1877|   "    |Ties      |R.R. track|Unfavor.  |R.A. Houghton
  |              |    |        |          |          |          |
11|Wabash R.R.   |1878|   "    | "        | "     "  |   "      |W.S. Lincoln
  |              |    |        |          |          |          |
12|New York,     |1879|   "    | "        | "     "  |   "      |C. Latimer
  | Pennsylvania,|    |        |          |          |          |
  | and Ohio R.R.|    |        |          |          |          |
13|Lake Shore and|1879|   "    | "        | "     "  |   "      |R.A. Houghton
  | Michigan     |    |        |          |          |          |
  | Southern R.R.|    |        |          |          |          |
14|Cleveland and |1879|   "    | "        | "     "  |   "      |C. Latimer
  |Pittsburg R.R.|    |        |          |          |          |
15|Charlestown,  |1879|   "    |Spruce    |Sidewalk  |Success   |S.G. White
  | Mass         |    |        |  plank   |          | to 1882  |
16|Baltimore and |1879|   "    |Ties      |R.R. track|Too recent|J.L. Randolph
  | Ohio         |    |        |          |          |          |
17|Hudson River  |1869|Hamar   | "        | "     "  |Success   |E.W. Vanderbilt
  | R.R.         |    |        |          |          |          |
18|St. Louis     |1882|Fladd   | "        | "     "  |Too recent|H. Fladd
--+--------------+----+--------+----------+----------+----------+---------------


COMMENTS ON SULPHATE OF COPPER EXPERIMENTS.

The first experiment was carried out by Mr. W.W. Evans, on the Southern
Railway of Chili, in 1857, and he informs your committee that in 1860,
when he left that country, the ties were still good and in serviceable
condition.

We give herewith, in Appendix No. 16, an interesting letter from Mr. E.
Pontzen to Mr. Evans, on the subject of the Boucherie process.

Experiments Nos. 2 to 16, inclusive, were all tried with various
modifications of the sulphate of copper process as introduced by Mr. W.
Thilmany in this country. They date back to 1870 (experiment No. 2),
when Mr. Thilmany was working and recommending the methods of vital
suction and of the Boucherie hydraulic pressure system. After describing
the foreign methods of injection with sulphate of copper, he states in
his first pamphlet (1870): "This process resulted very satisfactorily,
but it was found that the sulphate of copper became very much diluted by
the sap, and when the same liquid was used several times, the decaying
substance of the sap, viz., the albumen, was reintroduced into the wood,
and left it nearly in its primitive condition."

He accordingly proposed a double injection, first by muriate of barytes,
and, secondly, by sulphate of copper, forced through by the Boucherie
process, and it is presumed that the ties of 1870, in experiment No. 2,
which showed favorable results when examined in 1875, were prepared by
that process.

Subsequently Mr. Thilmany changed his mode of application to the Bethell
process of injecting solutions under pressure in closed cylinders, and
probably the paving blocks for experiment No. 3 were prepared in that
way. The chemical examination of them by Mr. Tilden, however, showed the
"saturation very uneven; absorptive power, high; block contains soluble
salts of copper, removable by washing."

It was expected that the double solution, by forming an insoluble
compound, would prove an effective protection against the _teredo_.
Experiments Nos. 4, 5, 6, and 8, however, proved the contrary to be the
fact.

The process, when well done, gave moderately satisfactory results
against decay. A pavement laid in the yard of the Schlitz Brewing
Company, in Milwaukee (experiment No. 7), was sound in 1882, after some
six years' exposure. A report by Mr. J.F. Babcock, a chemist of Boston
(experiment No. 9), indicated favorable results, and the planks in a
ropewalk at Charlestown (experiment No. 15), laid in 1879, were yet
sound in 1882.

The experiments on railroad ties (Nos. 10, 11, 12, 13, 14, and 16),
however, did not result satisfactorily. They seemed favorable at first,
and great things were expected of them; but late examinations made on
the Wabash Railroad, on the New York, Pennsylvania, and Ohio, and on the
Cleveland and Pittsburg Railroad, have shown the ties to be decaying,
and the results to be unfavorable.

This applies to the sulphate of copper and barium process. Mr. Thilmany
has patented still another combination, in which he uses sulphate of
zinc and chloride of barium, which has been noticed under the head of
burnettizing.

Experiment No. 17 was tried on the Hudson River Railroad. It consisted
of 1,000 sap pine ties, which had been impregnated in the South, by the
Boucherie process, with a mixture of sulphate of iron and sulphate of
copper, under Hamar's patent. These ties were laid in the tunnel at New
Hamburg, a trying exposure, and when examined, in 1882, several of them
were still in the track. The process, however, was found to be so
tedious that it was abandoned after a year's trial, and has not since
been resumed.

In 1882 Mr. H. Fladd, of St. Louis, patented a method which is the
inverse of the Boucherie process (experiment No. 18). To the cap
fastened to the end of a freshly cut log he applies a suction pump, and
placing the other end into a vat, filled with the desired solution, he
sucks up the preserving fluid through the pores or sap cells of the
wood.

Quite a number of experimental ties have been prepared in this way, with
various chemical solutions, chief of which was sulphate of copper, and
there is probably no question but that the life of the wood will be
materially increased thereby.

Whether the process will prove more convenient and economical than the
original Boucherie process can only be determined by practical
application upon an extensive scale.

A considerable number of modifications and appliances for working the
Boucherie process have been patented in this country; but none of them
seems to have come into practical use, probably because of the necessity
for operating upon freshly cut logs, and the inconvenience of such
applications.

The table on this page gives a record of various experiments with
miscellaneous substances.

RECORD OF AMERICAN EXPERIMENTS--MISCELLANEOUS.

--+------------+----+-----------+---------+----------+---------+---------------
  |            |    |           |Material |Subsequent|         |
No| Locality   |Year| Process.  | Treated.| Exposure | Results.|  Authority.
--+------------+----+-----------+---------+----------+---------+---------------
 1|Chestnut    |1839|Earle's    |Hemlock  |Paving    |Failure  |S.V. Beuet
  | Street,    |    |           | blocks  |          |         |
  | Philadelpha|    |           |         |          |         |
  |            |    |           |         |          |         |
 2|Watervliet  |1840|  "        |Oak      |Gun       |   "     |    "
  | Arsenal    |    |           | timber  | carriage |         |
  |            |    |           |         |          |         |
 3|Delaware &  |1840|  "        |Rope     |Fungus    |Favorable|    "
  | Hudson     |    |           |         | pit      |         |
  | Canal      |    |           |         |          |         |
  |            |    |           |         |          |         |
 4|Philadelphia|1840|Lime bath  |Pine     |Railroad  |Unfavor. |M. Coryell
  | & Columbia |    |           |stringers| track    |         |
  | Railroad   |    |           |         |          |         |
  |            |    |           |         |          |         |
 5|Boston &    |1844|Sulphate   |Ties     |   "      |   "     |I. Hinckley
  | Providence |    | of iron   |         |          |         |
  | Railroad   |    |           |         |          |         |
  |            |    |           |         |          |         |
 6|Belvedere   |1850|Salt       |Hemlock  |   "      |   "     |M. Coryell
  | Railroad   |    |           |         |          |         |
  |            |    |           |         |          |         |
 7|Baltimore   |1850|Lime       |Ties     |   "      |   "     |J.L. Randolph
  | & Ohio     |    |           |         |          |         |
  | Railroad   |    |           |         |          |         |
  |            |    |           |         |          |         |
 8|Rochester   |1852|Payenizing |Ties     |   "      |   "     |T. Hilliard
  |            |    |           |         |          |         |
 9|Germantown, |1855|Charring   |Fence    |Fence     |Favorable|G. McGrew
  | Ind.       |    |           | posts   |          | 1879    |
  |            |    |           |         |          |         |
10|Pottsville, |1857|Pyrolig'ite|Timber   |Railroad  |Unfavor. |H.K. Nichols
  | Pa.        |    | of iron   |         | sills    |         |
  |            |    |           |         |          |         |
11|Erie Railway|1858|Boring     |  "      |Bridges   |Favorable|H.D.V. Prait
  |            |    |           |         |          |         |
12|Galveston   |1867|Casing     |Piles    |Bridge    |Failure  |W.H. Smith
  |            |    |           |         |          |         |
13|New York    |1868|Beerizing  |Lumber   |Signs     |Doubtful |S. Beer
  |            |    |           |         |          |         |
14|Wyoming     |1868|Natural    |Ties     |Railroad  |Preserved|J.
  | Territory  |    | soil      |         | track    |         | Blinkinsderfer
  |            |    |           |         |          |         |
15|Chicago,    |1870|Foreman-   |Timber   |Steamboat |Favorable|M.B. Brown
  | Ill.       |    | izing     |         |          | 1879    |
  |            |    |           |         |          |         |
16|Illinois    |1871|    "      |Ties     |Railroad  |Failure  |L.P. Morehouse
  | Central    |    |           |         | track    |         |
  | Railroad   |    |           |         |          |         |
  |            |    |           |         |          |         |
17|St. Louis   |1871|    "      |Shingles |Roof      |   "     |F. De Funiak
  |            |    |           |         |          |         |
18|Memphis &   |1871|    "      |Ties     |Railroad  |   "     |F. De Funiak
  | Charleston |    |           |         | track    |         |
  |            |    |           |         |          |         |
19|Washington, |1871|Tripler    |Paving   |Laboratory|   "     |W.C. Tilden
  | D.C.       |    |           | blocks  |          |         |
  |            |    |           |         |          |         |
20|   "        |1872|Samuel     |   "     |    "     |   "     |    "
  |            |    |           |         |          |         |
21|   "        |1872|Taylor     |   "     |    "     |   "     |    "
  |            |    |           |         |          |         |
22|   "        |1872|Waterbury  |   "     |    "     |   "     |    "
  |            |    |           |         |          |         |
23|   "        |1872|Sulphate   |   "     |Pennsyl-  |   "     |J.A. Partridge
  |            |    | of iron   |         | vania Ave|         |
  |            |    |           |         |          |         |
24|   "        |1872|Samuel     |   "     |F. Street |   "     |    "
  |            |    |           |         |          |         |
25|   "        |1872|Samuel     |   "     |16th St.  |   "     |    "
  |            |    |           |         |          |         |
26|Norvolk, Va.| -  |Red lead   |Pine and |Teredo    |   "     |P.C. Asserson
  |            |    |           | oak     |          |         |
  |            |    |           |         |          |         |
27|   "        | -  |White zinc |   "     |  "       |   "     |    "
  |            |    |           |         |          |         |
28|   "        | -  |Tar and    |   "     |  "       |   "     |    "
  |            |    | plaster   |         |          |         |
  |            |    |           |         |          |         |
29|   "        | -  |Kerosene   |   "     |  "       |   "     |    "
  |            |    |           |         |          |         |
30|   "        | -  |Rosin and  |   "     |  "       |   "     |    "
  |            |    | tallow    |         |          |         |
  |            |    |           |         |          |         |
31|   "        | -  |Fish oil & |   "     |  "       |   "     |    "
  |            |    | tallow    |         |          |         |
  |            |    |           |         |          |         |
32|   "        | -  |Verdigris  |   "     |  "       |   "     |    "
  |            |    |           |         |          |         |
33|   "        | -  |Bark on    |   "     |  "       |Good for |    "
  |            |    | pile      |         |          | 5 years |
  |            |    |           |         |          |         |
34|   "        | -  |Carbolic   |   "     |  "       |Failure  |    "
  |            |    | acid      |         |          |         |
  |            |    |           |         |          |         |
35|   "        | -  |Tar and    |   "     |  "       |   "     |    "
  |            |    | cement    |         |          |         |
  |            |    |           |         |          |         |
36|   "        | -  |Davis'     |   "     |  "       |   "     |    "
  |            |    | compound  |         |          |         |
  |            |    |           |         |          |         |
37|   "        | -  |Carbolized |   "     |  "       |   "     |    "
  |            |    | paper     |         |          |         |
  |            |    |           |         |          |         |
38|   "        | -  |Paint      |   "     |  "       |   "     |    "
  |            |    |           |         |          |         |
39|   "        | -  |Thilmany   |   "     |  "       |   "     |    "
  |            |    |           |         |          |         |
40|   "        | -  |Vulcanized |   "     |  "       |   "     |    "
  |            |    | fiber     |         |          |         |
  |            |    |           |         |          |         |
41|   "        | -  |Charring   |   "     |  "       |Good for |    "
  |            |    |           |         |          | 9 years |
  |            |    |           |         |          |         |
42|New Orleans |1872|   "       |Piles    |  "       |Failure  |J.W. Putnam
  | & Mobile   |    |           |         |          |         |
  | R.R.       |    |           |         |          |         |
  |            |    |           |         |          |         |
43|   "        |1872|   " &     |  "      |  "       |Temporary|    "
  |            |    | oiling    |         |          | prot'n  |
  |            |    |           |         |          |         |
44|Galveston & |1870|Charring   |  "      |  "       |   "     |    "
  | Houston    |1874|           |         |          |         |
  | R.R.       |    |           |         |          |         |
--+------------+----+-----------+---------+----------+---------+---------------


COMMENTS ON MISCELLANEOUS EXPERIMENTS.

Experiments Nos. 1, 2, and 3 relate to the Earle process, from which
great results were expected from 1839 to 1844. It consisted in immersing
timber, rope, canvas, etc., in a hot solution of one pound of sulphate
of copper and three pounds of sulphate of iron mixed in twenty gallons
of water. It was first tested on some hemlock paving blocks on Chestnut
Street, Philadelphia, and for a time seemed to promise good results.
Experiments with prepared rope, exposed in a fungus pit, by Mr. James
Archbald, Chief Engineer of the Delaware and Hudson Canal, seemed also
favorable.

The process was, therefore, thoroughly tried at the Watervliet Arsenal,
where it was applied to some 63,000 cubic ft. of timber, at a cost of
about seven cents per cubic foot. The timber was used for various
ordnance purposes, and while it was found to have its life extended, as
would naturally be expected from the known character of the antiseptics
used, its strength was so far impaired, and it checked and warped so
badly, that the process was abandoned in 1844.

The committee is indebted to General S.V. Benet, Chief of Ordnance, for
a full copy of the reports upon these experiments.

Experiments Nos. 4 and 7 represent the lime process, which has been
applied to a considerable extent in France. The fact that platforms and
boxes used for mixing lime mortar seem to resist decay has repeatedly
suggested the use of lime for preserving timber. In 1840 Mr. W.R.
Huffnagle, Engineer of the Philadelphia and Columbia Railroad, laid a
portion of its track on white pine sills, which had been soaked for
three months in a vat of lime-water as strong as could be maintained.
Similar experiments were tried on the Baltimore and Ohio in 1850. The
result was not satisfactory, as might be expected from the fact that
lime is a comparatively weak antiseptic (52.5 by atomic weight, while
creosote is 216), and from the extreme tediousness of three months'
soaking.

Experiments Nos. 5 and 8 were tried with sulphate of iron, sometimes
known as payenizing, and the particulars of the former have been
furnished by Mr. I. Hinckley, President of the Philadelphia, Wilmington,
and Baltimore Railroad, to whom your committee is much indebted for a
large mass of information on the subject of timber preservation.

Mr. Hinckley has had longer and more varied experience on this subject
than any other person in this country. Beginning with sulphate of copper
in 1846, following with chloride of mercury in 1847, and chloride of
zinc in 1852, going back to chloride of mercury, and again to chloride
of zinc, using the latter until 1865, then using creosote to protect the
piles against the _teredo_ at Taunton Great River (experiment No. 2.
creosoting), he has had millions of feet of timber and lumber prepared
by the various processes, and has kindly placed at our disposal many
original reports in manuscript and pamphlets which are now very rare.

Experiment No. 6 was made by Mr. Ashbel Welch, former President of this
Society, and consisted in boring hemlock track sills 6 × 12 with a 1-1/8
inch auger-hole 10 inches deep every 15 inches. These were filled with
common salt and plugged up, as is not infrequently done in
ship-building, but while the life of the timber was somewhat lengthened,
it was concluded that the process did not pay.

Salt has been experimented with numberless times. It is cheap, but is a
comparatively weak antiseptic, its atomic weight being 58.8 in the
hydrogen scale, as against 135.5 for chloride of mercury.

Experiment No. 9 is included in order to notice the well-known and most
ancient process of charring the outside of timber. In this particular
case, the fence posts after charring were dipped for about three feet
into a hot mixture of raw linseed oil and pulverized charcoal, which
probably acted by closing the sap cells against the intrusion of
moisture, which, as is well known, much hastens decay. The posts, which
had been set butt-end upward, were mostly sound in 1879, after 24 years'
exposure.

Experiments Nos. 41, 42, 43, and 44 did not, however, result as well,
and numberless failures throughout the country attest that charring is
uncertain and disappointing in its results.

Much ingenuity has been wasted in devising and patenting machinery for
charring wood on a large scale to preserve it against decay. The
process, however, is so tedious in comparison with the benefits which it
confers, and the charred surface is so objectionable for many uses, that
nothing is to be expected from the process upon a large commercial
scale.

In 1857-58 Mr. H.K. Nichols tried sundry experiments (No. 10), at
Pottsville, Pa., upon timber which he endeavored to impregnate with
pyrolignite of iron by means of capillary action. Similar experiments
had previously been thoroughly tried in France by Dr. Boucherie, but the
result has not been found satisfactory.

In 1858 the Erie Railway purchased the right of using the Nichols
patent, and erected machinery at its Owego Bridge shop for boring a 2
inch hole longitudinally through the center of bridge timbers. This
continued till 1870, when the works were burned, and in rebuilding them
the boring machinery was not replaced. The longitudinal hole allowed a
portion of the sap to evaporate without checking the outside of the
timber, and undoubtedly lengthened its life. It is believed there are
yet (1885) some sticks of timber in the bridges of the road that were so
prepared in 1868 or 1869.

In 1867 Mr. W.H. Smith patented a method of preserving timber, by
incasing it in vitrified earthenware pipes, and filling the space
between the timber and the pipe with a grouting of hydraulic cement.
This was applied to the railroad bridge connecting the mainland with
Galveston Island (experiment No. 12), and so well did it seem to succeed
at first that it was proposed to extend the process to railroad
trestlework, to fencing, to supports for houses, and to telegraph poles.
But after a while the earthenware pipes were displaced and broken, the
process was given up, and Galveston bridge is now creosoted.

In 1868 Mr. S. Beer patented a process for preserving wood by simply
washing out the sap from its cells. Having ascertained that borax is a
solvent for sap, he prepared a number of specimens by boiling them in a
solution of borax. For small specimens, this answered well, and a
signboard treated in that way (experiment No. 13) was preserved a long
time; but when applied to large timber, the process was found very
tedious and slow, and no headway has been made in introducing it.

Experiment No. 14 was brought about by accident. Some years age it was
discovered that there was a strip of road in the track of the Union
Pacific Railroad, in Wyoming Territory, about ten miles in length, where
the ties do not decay at all. The Chief Engineer, Mr. Blinkinsderfer,
kindly took up a cotton wood tie in 1882, which had been laid in 1868,
and sent a, piece of it to the committee. It is as sound and a good deal
harder than when first laid, 14 years before, while on some other parts
of the road cottonwood ties perish in two or five years.

The character of the soil where these results have been observed is
light and soapy, and Mr. E. Dickinson, Superintendent of the Laramie
Division, furnishes the following analysis:

  Sodium chloride     10.64
  Potassium            4.70
  Magnesium sulphate   1.70
  Silica               0.09
  Alumina              1.94
  Ferric oxide         5.84
  Calcium carbonate   22.33
  Magnesium            3.39
  Organic matter       4.20
  Insoluble matter   941.47
  Loss in analysis     4.00
  Traces of phosphorous acid and ammonia.

The following remarks made by the chemists who made the analysis may be
of interest:

"The decay of wood arises from the presence in the wood of substances
which are foreign to the woody fiber, but are present in the juices of
the wood while growing, and consist of albuminous matter, which, when
beginning to decay, causes also the destruction of the other
constituents of the wood."

"One of the means adopted to prevent the destruction of wood by decay is
by the chemical alteration of the constituents of the sap."

"This is brought about by impregnating the wood with some substance
which either enters into combination with the constitutents of the sap
or so alters their properties as to prevent the setting up of
decomposition."

"The analysis of this soil shows that it contains large quantities of
the substances (sodium, potassium chloride, calcium, and iron) most used
in the different processes of preserving or kyanizing wood. It also
contains much inorganic matter, which also acts as a preserving agent."

Some of the ties so preserved have been transferred to other portions of
the track, and some of the soil has also been transported to other
localities, so that it is hoped that in the discussion that may be
expected to follow this report, some further light will be thrown on the
subject by an account of the results of these experiments.

Experiments Nos. 15, 16, 17, and 18 are most instructive, and convey a
useful lesson.

In 1865 Mr. B.S. Foreman patented the application of a dry powder for
preserving wood, which was composed of certain proportions of salt,
arsenic, and corrosive sublimate. This action was based upon an
experience which he had had when, as a working mechanic of Ellisburg,
Jefferson County, N.Y., in 1838, he had preserved a water-wheel shaft by
inserting such a compound in powder in the body of the wood, and
ascertained that it was still sound some 14 years later.

His theory of the action of his compound upon timber was briefly this:

"That all wood before it can decay must ferment; that fermentation
cannot exist without heat and moisture; that the chemical property or
nature of his compound, when inserted dry into wood, is to attract
moisture, and this moisture, aided by fermentation, liquefies the
compound; that capillary attraction must inevitably convey it through
the sap ducts and medullary rays to every fiber of the stick.... Were
these crystallizations salt alone, they would soon dissolve, but the
arsenic and corrosive sublimate have rendered them insoluble; hence they
remain intact while any fiber of the wood is left."

"The antiseptic qualities of arsenic are also well known, and have been
known for centuries. Chemical analysis of the _mummies of Egypt_ to-day
shows the presence of arsenic in large quantities in every portion of
their substance. Whatever other ingredients may have entered into the
compound that has been so potent in preserving from decay the bodies of
the old kings of Egypt, and even the linen vestments of their tombs,
arsenic was most certainly one."

The mode of application used by Mr. Foreman was to bore holes two inches
in diameter three-fourths of the way through sticks of square timber,
four feet apart, to fill them with the dry powder, and to plug them up
with a bung. For railroad ties he bored two holes two inches in
diameter, six inches inside of the rails, and filled and plugged them.
Fresh cut lumber and shingles were prepared by piling layers upon each
other with the dry powder sprinkled between in the ratio of twenty
pounds to the thousand feet of lumber. This was allowed to remain at a
temperature of at least 458° F. until fermentation took place, when the
lumber was considered fully "foremanized."

The process was first applied to the timber and lumber for a steamboat,
and in 1879 the result was reported to be favorable. It was then applied
to some ties on the Illinois Central Railroad, where it did not succeed,
and to some on the Chicago and Northwestern, where they seem to have
been lost sight of, being few in number, so that your committee has not
been able to learn the result.

Great expectations were, however, entertained, and a conditional sale
was made to various parties of the right of using the process, notably,
it is said, to the Memphis and Charleston Railroad for $50,000; and some
ten miles of ties were prepared on that road, when the poisonous nature
of the ingredients used brought about disaster.

Some shingles were prepared for a railroad freight house at East St.
Louis, but all the carpenters who put them on were taken very ill, and
one of them died.

The arsenic and corrosive sublimate effloresced from the ties along the
Memphis and Charleston Railroad. Cattle came and licked them for the
sake of the salt, and they died, so that the track for ten miles was
strewed with dead cattle. The farmers rose up in arms, and made the
railroad take up and burn the ties. The company promoting foremanizing
was sued and cast in heavy damages, and it went out of business.

In 1870 Mr. A.B. Tripler patented a mixture of arsenic and salt, and the
succeeding year a specimen of wood prepared under that patent was
submitted to the Board of Public Works of Washington, D.C., and examined
by its chemist, Mr. W.C. Tilden (experiment 19). He found the
impregnation uneven, and the absorptive power high, but he did not find
any arsenic, though its use was claimed.

The Samuel process (experiment 20) consisted in the injection, first, of
a solution of sulphate of iron, and afterward of common burnt lime. Mr.
Tilden reported the wood to be brittle, and the water used to test the
absorptive power to have been filled with threads of fungi in
forty-eight hours.

The Taylor process (experiment No. 21) used a solution of sulphide of
calcium in pyroligneous acid. It was condemned by Mr. Tilden.

The Waterbury process (experiment 22) consisted in forcing in a solution
of common salt, followed by dead oil or creosote. It was also condemned
by Mr. Tilden.

The examinations of Mr. Tilden extended to some fourteen different
processes, most of which have already been noticed in this report, and
their practical results given.

The Board of Public Works, however, laid down a considerable amount of
prepared wood pavement in Washington, all of which is understood to have
proved a dismal failure. After a good deal of inquiry, your committee
has been enabled to obtain information of the results of three of these
experiments.

The pine paving blocks upon Pennsylvania Avenue (experiment 23) were
first kiln-dried, and then immersed in a hot solution of sulphate of
iron.

The spruce blocks on E Street (experiment 24) were treated with chloride
of zinc, or, in other words, burnettized; but the mode of application is
not stated.

The pine blocks upon Sixteenth Street (experiment 25) were treated with
the residual products of petroleum distillation. It is stated that this
was the only process in which pressure was used.

In from three and a half to four and a half years the blocks were badly
decayed, and large portions of the streets were almost impassable, while
other streets paved in the same year with untreated woods remained in
fair condition.

It has been stated to your committee that this result, which did much
toward bringing all wood preserving processes into contempt, was chiefly
owing to the very dishonest way in which the preparation was done; that
in fact there was a combination between the officials and the
contractors by which the latter were chiefly interested "how not to do
it," and that the above results, therefore, prove very little on the
subject of wood preservation.

Through the kindness of the United States Navy Department your committee
is enabled to give the results of a series of experiments (Nos. 26 to 41
inclusive) which have been carried on at the Norfolk, Va., Navy Yard,
for a series of years, by Mr. P.C. Asserson, Civil Engineer, U.S.N., to
test the effect of various substances as a protection against the
_Teredo navalis_. It will be noticed that the application of two coats
of white zinc paint, of two coats of red lead, of coal tar and plaster
of Paris mixed, of kerosene oil, of rosin and tallow mixed, of fish oil
and tallow mixed and put on hot, of verdigris, of carbolic acid, of coal
tar and hydraulic cement, of Davis' patent insulating compound, of
compressed carbolized paper, of anti-fouling paint, of the Thilmany
process, and of "vulcanized fiber," have proved failures.

The only favorable results have been that oak piles cut in the month of
January and driven with the bark on have resisted four or five years, or
till the bark chafed or rubbed off, and that cypress piles, well
charred, have resisted for nine years.

This merely confirms the general conclusion which has been stated under
the head of creosoting, that nothing but the impregnation with creosote,
and plenty of it, is an effectual protection against the _teredo_.
Numberless experiments have been tried abroad and in this country, and
always with the same result.

There are quite a number of other experiments which your committee has
learned about which are here passed in silence. The accounts of them are
vague, or the promised results of such slight importance as not to
warrant cumbering with them this already too voluminous report.

The committee also forbears from discussing the merits of the many
patents which have been taken out for wood preservation. It had prepared
a list of them, and investigated the probable success of many of them,
but has concluded that it is better to confine itself to the results of
actual tests, and to stick to ascertained facts.

Neither does the committee feel called upon to point out the great
importance of the subject, and the economical advantages which will
result from the artificial preparation of wood as its price advances.
They hope, however, that the members of this Society, in discussing this
report, will dwell upon this point.

We shall instead give as briefly as possible the general conclusions
which we have reached as the result of our protracted investigation.


DECAY OF TIMBER.

Pure woody fiber is said by chemists to be composed of 52.4 parts of
carbon, 41.9 parts of oxygen, and 5.7 parts of hydrogen, and to be the
same in all the different varieties. If it can be entirely deprived of
the sap and of moisture, it undergoes change very slowly, if at all.

Decay originates with the sap. This varies from 35 to 55 per cent. of
the whole, when the tree is felled, and contains a great many
substances, such as albuminous matter, sugar, starch, resin, etc., etc.,
with a large portion of water.

Woody fiber alone will not decay, but when associated with the sap,
fermentation takes place in the latter (with such energy as may depend
upon its constituent elements), which acts upon the woody fiber, and
produces decay. In order that this may take place, it is believed that
there must be a concurrence of four separate conditions:

1st. The wood must contain the elements or germs of fermentation when
exposed to air and water.

2d. There must be water or moisture to promote the fermentation.

3d. There must be air present to oxidize the resulting products.

4th. The temperature must be approximately between 50° and 100° F. Below
32° F. and above 150° F., no decay occurs.

When, therefore, wood is exposed to the weather (air, moisture, and
ordinary temperatures), fermentation and decay will take place, unless
the germs can be removed or rendered inoperative.

Experience has proved that the coagulation of the sap retards, but does
not prevent, the decay of wood permanently.[1] It is therefore necessary
to poison the germs of decay which may exist, or may subsequently enter
the wood, or to prevent their intrusion, and this is the office
performed by the various antiseptics.

[Footnote 1: Angus Smith, 1869, "Disinfectants." S.B. Boulton, 1884,
Institution Civil Engineers, "On the Antiseptic Treatment of Timber."]

We need not here discuss the mooted question between chemists, whether
fermentation and decay result from slow combustion (eremacausis) or from
the presence of living organisms (bacteria, etc.); but having in the
preceding pages detailed the results of the application of various
antiseptics, we may now indicate under what circumstances they can
economically be applied.

_(To be continued)_.

       *       *       *       *       *




THE SPAN OF CABIN JOHN BRIDGE.


_To the Editor of the Scientific American Supplement:_

Your issue of 17th October contains the fifth or sixth imprint of Mr. B.
Baker's, C.E., recent address at the British Association of Aberdeen
which has come into my hands.

In speaking of stone bridges, he alludes to the bridge over the Adda as
500 years old. It was never more than 39 years old as stated in the same
address, and he belittles the American Cabin John Bridge by making its
span _"after all only 215 ft."_ As the builder of this greatest American
stone arch, I regret that on so important and public an occasion the
writer was not accurate.

The clear span of Cabin John Bridge is 220 ft. The difference is not
great, but in the length of a bridge span it is the last foot that
counts, as in an international yacht race to be beaten by one minute is
to fail to capture the cup.

M.C. MEIGS.

Washington, D.C., Oct. 16, 1885.

       *       *       *       *       *




THE GERMAN CORVETTE AUGUSTA.


On the 3d of June of this year, the German cruising corvette Augusta
left the island of Perrin, in the Straits of Bab el Mandeb, for
Australia; and as nothing has been heard of her since that day, the
report that she was destroyed in the typhoon on June 3 is probably
correct. The vessel left Kiel on April 28, with the crews for the
cruisers of the Australian squadron; 283 men were on board, including
the commander, Corvette Captain Von Gloeden. There is still a
possibility that the Augusta was dismasted, and is drifting somewhere in
the Indian Ocean, or has stranded on an island; but this is not very
probable, as the Augusta was not well adapted to weather a typhoon.
During her cruise of 1876 to 1878, all the upper masts, spars, etc, had
to be removed, that she might be better adapted to weather a cyclone or
like storm. If the Augusta had not met with an accident, she would have
arrived at Port Albany in Australia by the 30th of June or beginning of
July. She was due June 17.

The Augusta was built at Armands' ship yards at Bordeaux, and was bought
in 1864 by Prussia. She was a screw steamer with ship's rigging, 237½
feet long, 35½ feet beam, 16 feet draught, and 1,543 tons burden. Her
engines had 400 horse-power, and her armament consisted of 14 pieces.

[Illustration: THE GERMAN CORVETTE AUGUSTA.]

During the Franco-German war of 1870-71, she was commanded by Captain
Weikhmann, and captured numerous vessels on the French coast. January 4,
1871, she captured the French brig St. Marc, in the mouth of the
Gironde; the brig was sailing from Dunkirken to Bordeaux with flour and
bread for the Third French Division. The Augusta then captured the
Pierre Adolph, loaded with wheat, which was being carried from Havre to
Bordeaux. Then the French transport steamer Max was captured and burned.
The French men of war finally forced the Augusta to retreat into the
Spanish port of Vigo, from which she sailed Jan. 28, and arrived March
28 at Kiel, with the captured brig St. Marc in tow.--_Illustrirte
Zeitung_.

       *       *       *       *       *




IMPROVEMENT IN METAL WHEELS.


In the Inventions Exhibitions may be seen a good form of metal wheel,
the invention of Mr. H.J. Barrett, of Hull, Eng., and which we
illustrate.

[Illustration: FIG. 1. FIG. 2. FIG. 3.]

Fig. 1 is a perspective view of the wheel, Fig. 2 a transverse section,
and Fig. 3 a longitudinal section of the boss. These wheels are made in
two classes, A and B. Our engraving illustrates a wheel of the former
class, these wheels being designed for use on rough and uneven roads,
and when very great jolting strains may be met with, being stronger than
those of class B design. The wheels are made with mild steel spokes,
which are secured by metal straps in the recesses cut in the annular
flanges on the boss, and by a taper bolt or rivet through the tire and
rim. These spokes can be easily taken out and renewed when necessary by
any unskilled person in a few minutes. The spokes being twisted midway
of their length give greater strength to the wheel and power to resist
side strains in pulling out of deep ruts or holes, without increasing
the weight. The bosses and straps are made of malleable iron, in which
the metal bushes are secured by means of a key with a washer screwed up
on the front end. They are also fitted with steel oil caps to the end of
the bushes, which are provided with a small set screw, so that the cap
need not be taken off when it is necessary to lubricate the wheel, as by
simply taking out the set screw oil may be poured through the hole into
the cap. The set screw also forms a fulcrum for a key, so that the cap
can be taken off or put on when required, as well as a means of
preventing the cap being lost by shaking loose on rough roads. In all
hot and dry climates, the continued shrinking of wood wheels and
loosening of the tires is a constant source of expense and
inconvenience. This wheel having a tire and rim entirely of metal does
away with the difficulty, as the expansion and contraction are equal,
consequently the tires need only be removed when worn out, and others
can be supplied, drilled complete, ready for putting on, which can be
done by any unskilled person. The wheels of class B design are the same
in principle of construction as those of class A, but they have cast
metal bosses or naves, without loose bushes, and are suitable for
general work and ordinary roads where the strains are not so severe. The
bosses or naves are readily removed in case of breakage, and they can be
fitted with steel oil caps for lubricating.--_Iron_.

       *       *       *       *       *




APPARATUS FOR THE PRODUCTION OF WATER GAS.


The apparatus shown in the accompanying engraving is designed for the
manufacture of water gas for heating purposes, and is described in a
communication, by Mr. W.A. Goodyear, to the American Institute of Mining
Engineers.

The generator, A, is lined with refractory bricks and is filled with
fuel, which may be coal, coke, or any suitable carbonaceous material. B
and B' are two series of regenerating chambers lined with refractory
brick, and, besides, filled with refractory bricks piled up as shown in
the figure. The partitions, C and C', are likewise of refractory brick,
and are rendered as air-proof as possible. Apertures, D and D', are
formed alternately at the base of one partition and the top of the
adjacent one, in order to oblige the gases that traverse the series of
chambers to descend in one of them and to rise in the following,
whatever be the number of chambers in use.

The two flues, E and E', lead from the bottom of the two nearest
regenerator on each side to the bottom of the generator A, and serve to
bring the current of air or steam into contact with the fuel. Valves, F
and F', placed in these flues, permit of regulating the current in the
two directions. Pipes, M and M', provided with valves, G and G', put the
upper part of the generator in communication with the contiguous
chambers, T and T'. Other pipes, N and N', with valves, H and H', permit
of the introduction of a current of air from the outside into the
chambers, T and T'. The pipes, O and O', and the valves, I and I',
connected with a blower, serve for the same purpose. The pipes, P and
P', and their valves, J and J', lead a current of steam. The conduits, Q
and Q', and their valves, K and K', direct the gases toward the
purifiers and the gasometer. Finally, the pipes, R and R', provided with
valves, L and L', are connected with a chimney.

The generator, A, is provided at its upper part with a feed hopper. The
doors, S and S', of the ash box close the apertures through which the
ashes are removed.

When it is desired to use the apparatus, the pipes, P, Q, and R, are
closed by means of their valves, J, K, and L, and the valve, I, of the
pipe, O, is opened. The pipes, M and N, are likewise closed, while the
flue, E, is opened. On the other side of the generator the reverse order
is followed, that is to say, the flue, E', is closed, the pipes, M' and
N', are opened, the pipes, O', P', and Q', are closed, and R' is opened.

A current of air is introduced through the pipe, O, and this traverses
the regenerators, B, enters the chamber, T, and the generator, A,
through the flue, E. As this air rises through the mass of incandescent
fuel, its oxygen combines with an atom of carbon and forms carbonic
oxide. This gas that is disengaged from the upper part of the fuel
consists chiefly of nitrogen and carbonic oxide, mixed with volatile
hydrocarburets derived from the fuel used. This gas, through the action
of the air upon the fuel, is called "air gas," in order to distinguish
it from the "water gas" formed in the second period of the process.

The air gas, on issuing from the generator through the pipe, M', in
order to pass into the chamber, F', meets in the latter a second current
of air coming in through the pipe, N', and which burns it and produces,
in doing so, considerable heat. The strongly heated gases resulting from
the combustion traverse the regenerators, B', and give up to the bricks
therein the greater part of their heat, and finally make their exit,
relatively cool, through the pipe, R', which leads them to the chimney.
When the operation has been continued for a sufficient length of time to
give the refractory bricks in the chamber, B', next the regenerator a
high temperature, the valve, I, is closed, thus shutting off the
entrance of air through the pipe, Q. The valve, F, of the flue, E, is
also closed, and that of the pipe, M, is opened. The valves, G', H', L',
of the pipes, M', N', R', are closed, and that, F', of the flue, E', is
opened. The valve, J', of the pipe, P', is then opened, and a jet of
steam is introduced through the latter.

The steam becomes superheated in traversing the regenerators, B', and in
this state enters the bottom of the generator through the flue, E'. In
passing into the incandescent fuel that fills the generator, the steam
is decomposed, and there forms carbonic oxide, while hydrogen is
liberated. The mixture of these two gases with the hydrocarburets
furnished by the fuel constitutes water gas. This gas on making its exit
from the generator through the pipe, M', passes through the chambers, B,
and abandons therein the greater part of its heat, and enters the pipe,
R, whence it passes through Q into the purifiers, and then into the
gasometer.

As the production of water gas implies the absorption of a large
quantity of sensible heat, it is accompanied with a rapid fall of
temperature in the chambers, B', and eventually also in the generator,
A, while at the same time the chambers, B, are but moderately heated by
the sensible heat of the current of gas produced. When this cooling has
continued so long that the temperature in the generator, A, is no longer
high enough to allow the fuel to decompose the steam with ease, the
valve, J', of the pipe, P', that leads the steam is closed, as is also
the valve, K, of the pipe, Q, while the valves, L and H, of the pipes, R
and N, are opened. After this the valve, I', is opened, and a current of
air is let in through the pipe, O'. This air, upon traversing the
chambers, B' and T', is raised to a high temperature through the heat
remaining in these chambers, and then enters at the bottom of the
generator, through the flue, E'. The air gas that now makes its exit
from the pipe, M, in the chamber, T, meets another current of air coming
from the pipe, N, and is thus burned. The products resulting from such
combustion pass into the chambers, B, and then into the chimney, through
the pipe, R. The temperature then rapidly lowers in the chambers, B',
and rises no less rapidly in the generator, A, while the chambers, B,
are soon heated to the same temperature that first existed in the
chambers, B'. As soon as the desired temperature is obtained in the
generator, A, and the chambers, B, the air is shut off by closing the
valve, I', of the pipe, O'; the valve, F', of the flue, E', is also
closed, the valves, G' and K', of the pipes, M' and Q', are opened, the
valves, G, H, and L, of the pipes, M, N, and R, are closed, and the
valve, F, of the flue, E, and the valve, J, of the pipe, P, are opened.
A current of steam enters the apparatus through the pipe, P, traverses
the chambers, B, and enters the generator through the flue, E. The gas
produced makes its exit from the generator, passes through the pipe, M',
and the chambers, T' and B', and the pipe, R, and enters the gasometer
through the pipe, Q'.

[Illustration: WATER-GAS APPARATUS.]

When the chamber, B, and the generator, A, are again in so cool a state
that the fuel no longer decomposes the steam easily, the valves are so
maneuvered as to stop the entrance of the latter, and to send a current
of air into the apparatus in the same direction that the steam had just
been taking. The temperature thereupon quickly rises in the generator,
A, while, at the same time, the combustion of the air gas produced soon
reheats the chambers, B'. The cooled products of combustion go, as
before, to the chimney. The position of the valves is then changed again
so as to send a current of steam into the apparatus in a direction
contrary to that which the air took in the last place, and the water gas
obtained again is sent to the gasometer.

As will be seen, the process is entirely continuous, each current of air
following the same direction in the apparatus (from left to right, or
right to left) that the current of steam did which preceded it, while
each current of steam follows a direction opposite that of the current
of air which preceded it.

The inventor estimates that the cost of the coal necessary for his
process will not exceed a tenth of a cent per cubic foot of gas.

One important advantage of the apparatus is that it can be made of any
dimensions. Instead of giving the generator the limited size and form
shown in the engraving, with doors at the bottom for the removal of the
ashes by hand from time to time, it may be constructed after the general
model of the shaft of blast furnaces, with a hearth at the base. Upon
adding to the fuel a small quantity of flux, all the mineral parts
thereof can be melted into a liquid slag, which may be carried off just
like that of blast furnaces. There is no difficulty in constructing
regenerators of refractory bricks of sufficient capacity, however large
the generators be; and a single apparatus might, if need be, convert one
thousand tons of anthracite per day into more than five million cubic
feet of gas.

       *       *       *       *       *




LIGHTING AND VENTILATING BY GAS.

[Footnote: A paper read before the Gas Institute, Manchester, June,
1885.]

By WILLIAM SUGG, of London.


Ever since the introduction of electric lighting, the public have been
assured, by those interested in the different kinds of lamps--arc, glow
or otherwise--that henceforth, by means of such lamps, rooms are to be
lighted without heat or baneful products such as they assert attend the
use of gas, lamps, or candles. But I think it must not be implied, from
what any one has said in favor of the electric light as a means of
lighting our dwellings, that gas is unsuitable for the purpose, or that
the glow lamp is a perfect substitute for gas, or that there is a very
large difference throughout the year on the points of health,
convenience, or comfort, or that the balance in favor rests with
electric light upon all or any of these points. The fact is, the glow
lamp is only one more means (not without certain disadvantages) of
producing light added to those which already exist, and of which the
public have the choice. Now, looking to best means of lighting rooms,
and particularly the principal rooms of a small dwelling-house, I beg to
say that the arguments which can be adduced in favor of gas lighting in
preference to any other means greatly preponderate, and that it can be
substantiated that, light for light, under the heads of convenience,
health, comfort, reliability, readiness, and cheapness, gas is superior
to all.

As a scientific means for the purposes mentioned, gas is comparatively
untried. This assertion may sound somewhat astounding; but I think it is
a true one. More than that, even in the crude and unscientific way in
which it has most frequently been used up to the present, it has been
far from unsuccessful in comparison with electricity or other means of
lighting; and in the future it will prove the best and cheapest
practical means, although, for effect, glow lamps may be used in
palatial dwellings in conjunction with it.

It must be remembered that, in laying down a system of artificial
lighting, we have to imitate, as well as we can, that most beautiful and
perfect natural light which, without our aid, and without even a thought
from us, shines regularly every day upon all, in such an immense volume,
so perfectly diffused, and in such wonderful chemical combination, that
it may safely be said that not one atom of the whole economy of Nature
is unaffected by it, and that we and all the animal kingdom, in common
with trees and plants, derive health and vigor therefrom. This glorious
natural light leaves our best gas, electricity, oil lamp, and all our
multiplicity of candles, immeasurably behind. But although we cannot
hope to equal, in all its beneficent results, the effects of daylight,
or to perfectly replace it, we can more perfectly make the lighting of
our homes comfortable (and as little destructive to the eyes and to the
general health) by the aid of gas than by any other means. It must also
be borne in mind that, in this country at least, we have to fulfill the
conditions of artificial lighting under frequent differences of
temperature and barometric influence, exaggerated by the manner in which
our homes are built; and that for at least nine months of the year we
require heat as well as light in our dwellings, and that for the other
three months (excepting in some few favored localities) the nights are
often chilly, even though the days may be hot. Therefore, independently
of any effect produced by the lighting arrangements, there must be
widely different effects produced in the temperature and conditions of
the air in rooms by influences entirely beyond our control.

As an example of what I mean, a short time ago I had to preside over a
meeting which was held in a large room--one of two built exactly alike,
and in communication with each other by means of folding doors. These
rooms formed part of one of the best hotels in London--let us call it
the "Magnificent." Of course, it was lighted by electric glow lamps, in
accordance with the latest fashion in that department of artificial
lighting, viz., suspension lamps, in which the glow lamps grew out of
leaves and scrolls, twisted and twirled in and out, very much after the
pattern of our most æsthetic gas lamps, which, of course, are in the
style of the most artistic (late eighteenth century) oil lamps, which
were in imitation of the most classic Roman lamps, which followed the
Persian, and so on back to the time of Tubal Cain, the great
arch-artificer in metals, who most likely copied in metal some lamps he
had seen in shells or flints. Both rooms were heated by means of the
good old blazing coal fire so dear to a Briton's heart; and they were
ventilated with all due regard to the latest state of knowledge on the
subject among architects and builders. In fact, no pains had been spared
to make these rooms comfortable in the highest acceptation of the word.

There were, some of our members remarked, no gas burners to heat and
deteriorate the atmosphere, or to blacken the ceilings; and therefore,
under the brilliant sparkle of glow lamps, the summit of such human
felicity as is expected by a body of eighteen or twenty business men,
intent on dispatching business and restoring the lost tissue by means of
a nice little dinner afterward, ought, according to the calculations of
the architect of the building, to have been reached. I instance this
case because it is a typical one, which, under most aspects, does not
materially differ from the conditions of home life in such residences as
those whose occupiers are likely to use electric lighting. The rooms
were spacious (about 20 feet by 35 feet, and about 15 feet high); and
they were lighted during the day by means of large lantern
ceiling-lights, with double glass windows. The evening in question was
chilly, not to say cold.

Upon commencing our business, we all admired the comfort of the room;
but as time went on, most of the company began to complain of a little
draught on the head and back of the neck. The draught, which at first
was only a suspicion, became a certainty, and in another hour or so, by
the time our business was over, notwithstanding a screen placed before
the door, and a blazing fire, we were delighted to make a change to the
comfortable dining-room, which communicated with the room we had just
left by means of folding doors, closed with the exception of just
sufficient space left at one end of the room to allow a waiter to pass
in and out. Very curiously, before the soup was finished, we became
aware that the candles which assisted the electric glow lamps (merely
for artistic effect) began to flare in a most uncandlelike manner--the
flames turning down, as if some one were blowing downward on the wicks;
and at the same time the complaints of "Draughts, horrid draughts!"
became general, and from every quarter. Finding that, as the dinner went
on, the discomfort became unbearable, even although the doors were shut
and screens put before them, I gave up dining, and took to scientific
discovery. The result of a few moments' observation induced me to order
"those gas jets," which I saw peeping out from among the foliage of the
electroliers, to be lighted up. In two or three minutes the flames of
the candles burned upright and steadily, and in less than ten minutes
the draughts were no longer felt; in fact, the room became really
comfortable.

The reason of the change was simple. The stratum of air lying up at the
ceiling was comparatively cold. The column of heated air from the bodies
of the twenty guests, joined to the heat produced by the movements of
themselves and the waiters, together with the steam from the viands and
respiration, displaced the colder air at the ceiling, and notably that
coldest air lying against the surface of the glass. This cold air simply
dropped straight down, after the manner of a douche, on candles and
heads below. The remedy I advised was the setting up of a current of
hotter steam and air from the gas burners, which stopped the cooling
effect of the glass, and created a stratum of heated steam and air in
slow movement all over the ceiling. The effect was a comfortable
sensation of warmth and entire absence of draught all round the table.
Later on, to avoid the possibility of overheating the room, the gas was
put out, and the electric lights left to themselves. But before we left,
the chilliness and draughts began to be again felt.

The incident here narrated occurred at the end of the month of April
last, when we might reasonably have hoped to have tolerably warm nights.
It is therefore clear that in this instance neither electricity nor
candles could effectually replace gas for lighting purposes. They both
did the lighting, but they utterly failed to keep the currents of air
steady. I have always remarked draughts whenever I have remained any
length of time in rooms where the electric light is used. On a warm
evening the electric light and candles would undoubtedly have kept the
room cooler than gas, with the same kind of ventilation; I do not think
they would have put an end to cold draughts. This the steam from the gas
does in all fairly built rooms.

It is a well-known fact that dry air parts with its relatively small
amount of specific heat, in an almost incredibly rapid manner, to
anything against which it impinges. Steam, on the contrary, from its
great specific heat, remains in a heated state for a much longer time
than air. It is not so suddenly reduced to a low temperature, and in
parting with its own heat it communicates a considerable amount of
warmth to those bodies with which it comes in contact. Thus the products
of the combustion of gas (which are principally steam) serve a useful
purpose in lighting, by keeping at the ceiling level a certain stratum
of heated vapor, which holds up, as it were, the carbonic acid and
exhalation from the lungs given off by those using the room. The obvious
inference, therefore, is that if we take off these products from the
level of the ceiling, we shall take off at the same time the impure and
vitiated air. On the other hand, if we make use of a system of
artificial lighting, which does not produce any steam, then we shall
have to adopt means to keep the air at the ceiling level warm, in order
to prevent the heated impure air from descending in comparatively rapid
currents, after having parted with its heat to the ceiling. It may very
frequently be observed on chilly days that a number of currents of cold
air seem to travel about our rooms, although there may be no crevices in
the doors and windows sufficient to account for them; and, further, that
these currents of cold air are not noticed when the curtains are drawn
and the gas is lighted. The reason is that there is generally not enough
heat at the ceiling level in a room unlighted with gas to keep these
currents steady. Hence the complaints of chilliness which we constantly
hear when electric lights are used for the illumination of public
buildings. For example, at the annual dinner of the Institution of Civil
Engineers, held at the end of April last in the Conservatory of the
Horticultural Gardens, the heat from the five hundred guests, and from
an almost equal number of waiters and attendants, displaced the cold air
from the dome of the roof, and literally poured down on the assembly
(who were in evening dress) in a manner to compel many of them to put on
overcoats. If the Conservatory had been lighted with gas suspended below
the roof, this would not have been the case, because sufficient steam
would have been generated to stop these cold douches, and keep them up
in the roof. In fact, if electric lights are to be used in such a
building, it will be necessary to lay hot-water pipes in the roof, to
keep warm the upper as well as the lower stratum of air, and thus steady
the currents.

Having pointed out difficulties which arise under certain conditions of
the atmosphere in rooms built with care, to make them comfortable when
electric lighting is substituted for gas, I will lay before you some few
particulars relative to the condition of small rooms of about 12 ft. by
15 ft. by 10 ft., or any ordinary room such as may be found in the usual
run of houses in this country. The cubical contents of such a room
equals 1,700 cubic feet. If the room is heated by means of a coal fire,
we shall for the greatest part of the year have a quantity of air taken
out of it at about 2 feet from the floor by the chimney draught, varying
(according to atmospheric conditions and the state of the fire) from 600
to 2,000 or more cubic feet. This quantity of air must, therefore, be
admitted by some means or other into the room, or the chimney will, in
ordinary parlance, "smoke;" that is, the products of combustion, very
largely diluted with fresh air, will not all find their way up the flue
with sufficient velocity to overcome the pressure of the heavy cold air
at the top of the chimney. If no proper inlets for air are made, this
supply to the fire must be kept up from the crevices of the doors and
windows. In the line of these currents of cold air, or "draughts" as
they are usually called, it is impossible to experience any
comfort--quite the contrary; and colds, rheumatism, and many other
serious maladies are brought on through this abundant supply of fresh
air in the wrong way and place.

According to General Morin (one of the best authorities on ventilation),
300 cubic feet of air per hour are required for every adult person in
ordinary living rooms. Peclet says 250 cubic feet are sufficient; less
than this renders the atmosphere stuffy and unhealthy. It is generally
admitted that an average adult breathes out from 20 to 30 cubic inches
of steam and vitiated air per minute, or, as Dr. Arnott says, a quantity
equal in bulk to that of a full-sized orange. This vitiated air and
steam is respired at a temperature of 90° Fahr.; and therefore, by
reason of this heat, it immediately ascends to the ceiling, together
with the heat and carbonic acid given off from the pores of the skin.
This fact, by the bye, can be clearly demonstrated by placing a person
in the direct rays from a powerful limelight or electric lamp, and thus
projecting his shadow sharply on a smooth white surface. It will be
observed that from every hair of the head and beard, and every fiber of
his clothing, a current of heated air in rapid movement is passing
upward toward the ceiling. These currents appear as white lines on the
surface of the wall; the cause probably being that the extreme
rarefaction of the air by the heat of the body enables the rays of light
to pass through them with less refraction than through the denser and
more moist surrounding cold air. An adult makes, on an average, about 15
respirations per minute, and therefore he in every hour renders to the
atmosphere of the room in which he is staying from 10 to 15 cubic feet
of poisonous air. This rises to the ceiling line, if it is not
prevented; and thus vitiates from 100 to 150 cubic feet of air to the
extent of 1 per cent, in an hour. General Morin thought that air was not
good which contained more than ½ per cent, of air which had been exhaled
from the lungs; and when we consider how dangerous to health these
exhalations are, we must admit that he was right in his view. Therefore
in one hour the 15 foot by 12 foot room is vitiated to more than 2 feet
from the ceiling by one person to the extent of ½ per cent., and it will
be vitiated by two persons to the extent of 1 per cent, in the same
time.

It must be remembered here that the degree of diffusion of the vitiated
air into the lower fresh air contained in the remaining 8 feet of the
height of the room depends very materially on the difference of
temperature between these upper and lower strata and the movements of
air in the room. The heavy poisonous vapors and gases fall into and
diffuse themselves among the fresh air of the lower strata--very readily
if they are nearly the same temperature as the upper, but scarcely at
all if the air at the ceiling line is much hotter. Hence it occurs that,
in warmed rooms of such size as I have mentioned, where one or two
petroleum lamps are used for lighting them, after two or three hours of
occupation by a family of three or four persons in winter weather, the
air at the ceiling line has become so poisonous that a bird dies if
allowed to breathe it for a very short time--sometimes, indeed, for only
a few minutes. With candles, if the illumination of the room is
maintained at the same degree as in the case of lamps, the contamination
of the air is very much worse. It is doubtless the case that poisonous
germs are rapidly developed in atmospheres which are called "stuffy;"
and although, in a healthy state of the body, we are able to breathe
them without perceptible harm, yet even then the slight headache and
uneasiness we feel is a symptom which does not suffer itself to be
lightly regarded, whenever, from some cause or other, the general
condition is weak.

The products of combustion from coal gas (which are steam and carbonic
acid mixed with an infinitesimal quantity of sulphur) are,
proportionately, far less injurious to animal life than the products
from an equal illuminating power derived from either oil or candles.
They are, however, it is certain, destructive to germ life; and
therefore, if taken off from the ceiling level, where they always
collect if allowed to do so, no possible inconvenience or danger to
health can be felt by any one in the room. But in our endeavors to take
off the foul air at the ceiling, we encounter our first serious check in
all schemes of ventilation. We draw the elevation and section of the
room, and put in our flues with pretty little black arrows flying out of
the outlets for vitiated air, and other pretty little red arrows flying
in at the inlets; but when we see our scheme in practice, the black
arrows will persist in putting their wings where their points ought to
be; in other words, flying into instead of out of the room.

One of the best ways of finding the true course of all the hot and cold
currents in a room is to make use of a small balloon, such as used to be
employed for ascertaining the specific gravity of gases; and, having
filled it with ordinary coal gas, balance it by weights tied on to the
car till it will rest without going up or down in a part of the room
where the air can be felt to be at about the mean temperature, and free
from draught. Then leave it to itself, to go where it will.

As soon as it arrives in a current of heated air, it will ascend,
passing along with the current, and descending or rising as the current
is either warm or cold. The effect of the cold fresh air from windows or
doors, as well as the effect of the radiant heat from the fire, can be
thus thoroughly studied. Some of our pet theories may receive a cruel
shock from this experiment; but, in the end, the ventilation of the room
will doubtless be benefited, if we apply the information obtained. It
will be discovered that the wide-throated chimney is the cause of the
little black arrows turning their backs on the right path and our
theoretical outlets for vitiated air becoming inlets. The chimney flue
must have an enormous supply of air, and it simply draws it from the
most easily accessible places. From 1,000 to 2,000 cubic feet of air per
hour is a large "order" for a small room. Therefore, until we have made
ample provision for the air supply to the fire, it is quite useless to
attempt to ventilate the upper part of the room, either by ventilating
gas lights or one of the cheap ventilators with little talc flappers,
opening into the chimney when there is an up draught, and shutting
themselves up when there is any tendency to down draught. The success of
these and all other ventilators depends upon there being a good supply
of air from under the door or through the spaces round the window
frames. These fresh air supplies are, of course, unendurable; but if one
of the spaces between the joists of the floor is utilized to serve as an
air conduit, and made to discharge itself under the fender (raised about
two inches for the purpose), quite another state of things will be set
up. Then the supply of air thus arranged for will satisfy the fire,
without drawing from the doors and windows, and at the same time supply
a small quantity of fresh air into the room. But the important fact that
the radiant heat from the fire will pass through the cold air without
warming it all must not be lost sight of. In reality, radiant heat only
warms the furniture and walls of the room or whatever intercepts its
rays. The air of the room is warmed by passing over these more or less
heated surfaces; and as it is warmed, it rises away to the ceiling.
Therefore, if we desire to warm any of this fresh air supplied to the
fire, it must be made to pass over a heated surface. The fender may be
used for this purpose by filling up the two inch space along the front,
as shown in the drawing, with coarse perforated metal. This will also
prevent cinders from getting under it. It will be found that for the
greater part of the year the chimney ventilator and the supply to the
fire will materially prevent "stuffiness," and keep those disagreeable
draughts under control, even although the room be lighted with a 3 light
chandelier burning a large quantity of gas.

[Illustration]

With improvements in gas burners, we may expect to light rooms perfectly
with a less expenditure of gas than we now do. But we cannot light a
room without in some measure creating heat; and I think I have shown
that we want this heat at the ceiling line for the greater part of the
year.

In summer we do not use gas for many hours; but, on the other hand, it
is more difficult, with an outside temperature at 65° to 70° Fahr., to
keep the air in proper movement in small rooms. There are also times in
the fall of the year, and also in spring, when the nights are unusually
warm; and, with a few friends in our rooms, the lighting becomes a "hot"
question, not to say a "burning" one. On these occasions we have to
resort to exceptional ventilation, which for ordinary every-day life
would be too much. It is then, and on summer nights, that the system of
ventilation by diffusion is most useful. To explain it, when two volumes
of air of different temperatures or specific gravities find themselves
on opposite sides of a screen or other medium, of muslin, cloth, or some
more or less porous substance, they diffuse themselves through this
medium with varying rapidity, until they become of equal density or
temperature. Therefore, if we fill the upper part of a window (which can
be opened, downward) with a strained piece of fine muslin or washed
common calico, the air in the room, if hotter than the external air,
will, when the window is more or less opened, pass out readily into the
cooler air, and the cooler air will pass in through the pores of the
medium. The hotter air passing out faster than the cooler air will come
in, no draught will be experienced; and the window may be opened very
widely without any discomfort from it.

It is, of course, quite impossible, in the limits of a paper, to do more
than indicate a means of ventilation which will be effective under most
circumstances of lighting with those gas burners and fittings usually
employed, and which will lend itself readily to modifications which will
be necessitated by the use of some of the newest forms of burners and
ventilating gas lights.

[Illustration]

In conclusion, I wish to draw attention to an important discovery I have
made in reference to blackened ceilings, for which, up to the present
time, gas has been chiefly blamed. I have long entertained the belief
that with a proper burner it is possible to obtain perfect combustion,
without any smoke; and a series of experiments with white porcelain
plates hung over some burners used in my own house proved conclusively
that the discoloration which spread itself all over my whitewashed
ceilings arose from the state of the atmosphere, which in all large
towns is largely mixed with heavy smoky particles, and from the dust or
dirt created in rooms by the use of coal fires as well as from the smoke
which, more frequently than one is at first supposed to imagine, escapes
from the fire-place into the room. I therefore, in two of my best rooms,
which required to have the ceilings whitened every year, substituted
varnished paper ceilings (light oak paper, simply put on in the usual
way, and varnished) instead of whitewash. I also changed the coal fires
for gas fires. These alterations have gone through the test of two
winters, and the ceilings are now as clean as when they were first done.
The burners have been used every night, and the gas fires every day,
during the two winters. No alteration has been made in the burners
employed, and no "consumers" have been used over them. If the varnished
paper ceilings are tried, I am sure that every one will like them better
than the time honored dirty whitewash, which is simply a fine sieve.
This fact is clearly shown by the appearance of the rafters, which,
after a short time, invariably show themselves whiter than the spaces
between.

       *       *       *       *       *




ANDERS' TELEPHONE.


Mr. G.L. Anders' telephone, shown in the accompanying cut, combines in a
single apparatus a transmitter, A, a receiver, B, and a pile, C. The
transmitter consists of a felt disk, a, containing several large
apertures, and fixed by an insulating ring, c, to a metallic disk, d,
situated within the box, D. The apertures, b, are filled with powdered
carbon, e, and are covered by a thin metal plate, f, which is fixed to
the insulating ring, c, by means of a metallic washer, g. Back of the
transmitter is arranged the receiver, B, which consists of an ordinary
electro-magnet with a disk in front of its poles. The pile, C, placed
behind the receiver, consists of a piece of carbon, h, held by a
partition, i, and covered with a salt of mercury, and of a plate of
zinc, l, which is held at a distance from the mercurial salt by a
spring, m, fixed to the insulating piece, n.

[Illustration: ANDERS TELEPHONE]

When the button, o, which is a poor conductor, is pressed, the zinc
plate, l, comes into contact with the mercurial salt, and the circuit is
closed through the line wire 1, the pile, the receiver, the transmitter,
and the line wire 2, while when the button is freed the current no
longer passes. The apparatus, then, can serve as a receiver or
transmitter only when the button is pressed.--_Bull. de la Musee de
l'Industrie_.

       *       *       *       *       *




BROWN'S ELECTRIC SPEED REGULATOR.


When the sea is rough, and the screw leaves the water as a consequence
of the ship's motions, the rotary velocity of the screw and engine
increases to a dangerous degree, because the resistance that the screw
was meeting in the water suddenly disappears. When the screw enters the
water again, the resistance makes itself abruptly felt, and causes
powerful shocks, which put both the screw and engine in danger. Ordinary
regulators are powerless to overcome this trouble, since their
construction is such that they act upon the engine only when the excess
of velocity has already been reached.

Several remedies have been proposed for this danger. For example, use
has been made of a float placed in a channel at the side of the screw,
and which closes the moderator valve by mechanical means or by
electricity when the screw descends too low or rises too high.

[Illustration: BROWN'S ELECTRIC SPEED REGULATOR.]

Mr. Brown's system is based upon a new idea. The apparatus (see figure)
consists of two contacts connected by an electric circuit. One of them,
b, is fixed to the ship in such a way as to be constantly in the water,
while the other, a, corresponds to the position above which the screw
cannot rise without taking on a dangerous velocity. In the normal
situation of the ship, the electric circuit, c (in which circulates a
current produced by a dynamo, d), is closed through the intermedium of
the water, which establishes a connection between the two contacts. When
the contact, a, rises out of the water, the current is interrupted. The
electro, d, then frees its armature, f, and the latter is pulled back by
a spring--a motion that sets in action a small steam engine that closes
the moderator valve. When the contact, a, is again immersed, the
electro, e, attracts its armature, and thus brings the moderator valve
back to its normal position. It is clear that the contact, a, must be
insulated from the ship's side.

Several contacts, a, might be advantageously arranged one above another,
in order to close the moderator valve more or less, according to the
extent of the screw's rise or fall.

       *       *       *       *       *




MAGNETO-ELECTRIC CROSSING SIGNAL.


We illustrate to-day a new application of electricity to railroad
crossing signaling which the Pennsylvania Steel Company, of Steelton,
Pa., has just perfected. By its operation an isolated highway crossing
in the woods or any lonely place can be made perfectly safe, and that,
too, without the expense of gates and a man to work them or of a
flagman. It is surely a great improvement over the old methods, and it
is likely to have a large sale. In addition to considerations of safety,
possible saving in salaries to railroad companies by its use will be
great. This device is more reliable than a human being, and can make any
crossing safe to which it is applied. Its operation is described as
follows:

[Illustration: FIG. 2.--MAGNETO-ELECTRIC CROSSING SIGNAL]

The illustration shows the device as used on a single track railroad,
where it is so arranged as to be operated only by trains approaching the
crossing (i.e., in the form illustrated, from the right). A similar box
on the other side of the crossing is used for trains approaching in the
other direction. Two plates connected by a link, and pivoted, are placed
alongside of one rail, close enough to it to be depressed by the treads
of the wheels. By another link, one of the plates called the rock plate
(the one to the right) is connected to a rock shaft which extends
through a strong bearing into the heavy iron case or box shown, at a
suitable distance from the rail, within which an electric generator is
placed; the whole being mounted and secured upon the ends of two long
ties framed to receive it.

The action of this rock plate is peculiar. It is pivoted at the rear
end, not to a fixed point, but to a short crank arm, the bearing for
which is inclosed in the small box shown. As the first wheel of a train
which is approaching in the desired direction (from the right in the
engraving) touches it, it will be seen that it must not only depress it,
but produce a slight forward motion, causing a corresponding rotary
motion in the rock shaft which actuates the apparatus. On the other
hand, when a train is approaching from the other direction, or has
already passed the crossing, its wheels strike first the curved plate to
the left of the illustration, and by means of the peculiar link
connections shown, depress the rock plate so as to clear the wheels
before the wheels touch it, but the depression is directly vertical, so
that it does not give any horizontal motion to it, which would have the
effect of actuating the rock shaft. Consequently, trains pass over the
apparatus in one direction without having any effect upon it whatever,
the different point at which the same force is applied to the rock plate
giving the latter an entirely different motion.

[Illustration: FIG. 2.--MAGNETO-ELECTRIC CROSSING SIGNAL]

The slight rotary motion which is in this way communicated to the rock
shaft, when a train is approaching in the right direction, compresses a
spring inside the case. As each wheel passes off the rock plate, the
reaction of the spring throws it up again to its former position, giving
additional speed to the gearing within, which is set in motion at the
passage of the first wheel, and operates the electric "generator." The
spring is really the motive power of the alarm. A small but heavy
fly-wheel is connected with the apparatus, the top of which is just
visible in the engraving, which serves to store up power to run the
"generator," which is nothing more than a small dynamo, for the
necessary number of seconds after the rear of the train has passed. The
dynamo dispenses with all need for batteries, and reduces the work of
maintenance to occasionally refilling the oil-cups and noticing if any
part has been broken.

A suitable wire circuit is provided, commencing at the generator with
insulated and protected wire, and continued with ordinary telegraph
wire, which can be strung on telegraph poles or trees leading to the
electric gong, Fig. 2, which rings as long as the armature revolves. It
is a simple matter so to proportion the mechanism for the required
distance and speed that the revolutions of the armature and the ringing
of the gong shall continue until the train reaches the crossing; and as
each wheel acts upon the apparatus, the more wheels there are in the
train the longer the bell will ring, a very convenient property, since
the slowest trains have nearly always the most wheels. The practical
limits to the ringing of the gong are that it will stop sounding after
the head of the train has passed the crossing and before or very soon
after the rear has passed. A "wild" engine running very slowly might not
actuate the signal as long as was desirable, but even then it is not
unreasonably claimed the warning would probably last long enough for all
practical requirements, as a team approaching a crossing at eight miles
per hour takes 42 seconds to go 500 feet. All the bearings of any
importance are self-lubricated by oil cups, the whole apparatus being
designed to require inspection not more than once a month. The iron case
when shut is water-tight, and when duly locked cannot be maliciously
tampered with without breaking open the case; so that, the manufacturers
claim, it will not be essential to examine it more than once a month.
The parts outside the case are all strong and heavy, and not likely to
get out of order, while easily inspected.

The apparatus can be used for announcing trains as well as sounding
alarms, as the gongs can be placed upon any post or building. The gong
has a heavy striker, and makes a great deal of noise, so that no one
should fail to hear it.--_Railway Review_.

       *       *       *       *       *




THE SIZES OF BLOOD CORPUSCLES.


Professor Theodore G. Wormley, in the new edition of his work, gives the
following sizes of blood corpuscles, as measured by himself and
Professor Gulliver. We have only copied the sizes for mammals and birds.
It will be seen that, with three or four exceptions, the sizes obtained
by the two observers are practically the same:

    Mammals              Wormley.      Gulliver.

   Man                    1-3250        1-3260
   Monkey                 1-3382        1-3412
   Opossum                1-3145        1-3557
   Guinea pig             1-3223        1-3538
   Kangaroo               1-3410        1-3440
   Muskrat                1-3282        1-3550
   Dog                    1-3561        1-3532
   Rabbit                 1-3653        1-3607
   Rat                    1-3652        1-3754
   Mouse                  1-3743        1-3814
   Pig                    1-4268        1-4230
   Ox                     1-4219        1-4267
   Horse                  1-4243        1-4600
   Cat                    1-4372        1-4404
   Elk                    1-4384        1-3938
   Buffalo                1-4351        1-4586
   Wolf (prairie)         1-3422        1-3600
   Bear (black)           1-3656        1-3693
   Hyena                  1-3644        1-3735
   Squirrel (red)         1-4140        1-4000
   Raccoon                1-4084        1-3950
   Elephant               1-2738        1-2745
   Leopard                1-4390        1-4319
   Hippopotamus           1-3560        1-3429
   Rhinoceros             1-3649        1-3765
   Tapir                  1-4175        1-4000
   Lion                   1-4143        1-4322
   Ocelot                 1-3885        1-4220
   Mule                   1-3760
   Ass                    1-3620        1-4000
   Ground squirrel        1-4200
   Bat                    1-3966        1-4173
   Sheep                  1-4912        1-5300
   Ibex                   1-6445
   Goat                   1-6189        1-6366
   Sloth                                1-2865
   Platypus (duck-billed)               1-3000
   Whale                                1-3099
   Capybara               1-3164        1-3190
   Seal                                 1-3281
   Woodchuck                            1-3484
   Muskdeer                             1-12325
   Beaver                               1-3325
   Porcupine                            1-3369
   Llama,  Long diam.     1-3201        1-3361
           Short "        1-6408        1-6229
   Camel,  Long diam.     1-3331        1-3123
           Short "        1-5280        1-5876

                          WORMLEY               GULLIVER.
      Birds.           Length. Breadth.     Length. Breadth.

  Chicken              1-2080   1-3483      1-2102   1-3466
  Turkey               1-1894   1-3444      1-2045   1-3599
  Duck                 1-1955   1-3504      1-1937   1-3424
  Pigeon               1-1892   1-3804      1-1973   1-3643
  Goose                                       1836   1-3839
  Quail                                       2347   1-3470
  Dove                                        2005   1-3369
  Sparrow                                     2140   1-3500
  Owl                                         1736   1-4076

The subject of minute measurements was discussed in an interesting
manner in an address before the Microscopical Section of the A.A.A.S.
last year, an abstract of which was published in this journal, vol. v.,
p. 181.

The slight differences in size accurately given in this table are not
always appreciable under modern amplification, but under a power of
1,150 diameters "corpuscles differing by the 1-100000 of an inch are
readily discriminated." For the conclusions of Prof. Wormley as regards
the possibility of identifying blood of different animals, the reader is
referred to his book on Micro-Chemistry of Poisons.--_Amer. Micro.
Jour._

       *       *       *       *       *




THE ABSORPTION OF PETROLEUM OINTMENT AND LARD BY THE SKIN.

[Footnote: From the _American Druggist_.]


E. Joerss has investigated the question whether ointments made with
vaseline or other petroleum ointments are really as difficult of
resorption by the skin, or of yielding their medicinal ingredients to
the latter, as has been asserted. In solving this question, he
considered himself justified in drawing conclusions from the manner in
which such compounds behaved toward _dead_ animal membrane. If any kind
of osmosis could take place, he argued, from ointments prepared with
vaseline, etc., through dead membranes, such osmosis would most probably
also take place through living membranes. At all events, the endosmotic
or exosmotic action of the skin of a living body must necessarily play
an important _role_ in the absorption of medicinal agents; and, on the
other hand, it is plain that fats, which render the living skin
impermeable, necessarily also diminish or entirely neutralize its
osmotic action. To test this, the author made the following experiments:

Bladder was tied over the necks of three wide-mouthed vials, with
bottoms cut off, and each was filled with iodide of potassium ointment.

No. 1 contained an ointment made with lard.

No. 2, one made with unguentum paraffini (_Germ. Pharm_.), and

No. 3, one made with unguentum paraffini mixed with 3 per cent. of lard.

All three vials were then suspended in beakers filled with water. After
standing twenty-four hours at the ordinary temperature, the contents of
none of the beakers gave any iodine reaction. After having been placed
into a warm temperature, between 25-37° C., all three showed iodine
reactions after three hours, Nos. 2 and 3 very strongly, No. 1 (with
lard alone) very faintly.

The same experiment was now repeated, with the precaution that the
bladder was previously washed completely free from chlorine. Each vial
was suspended, at a temperature of 25-27° C., in 50 grammes of distilled
water. After three hours, the contents of No. 1 (containing the ointment
made with _lard_) gave _no_ iodine reaction; the contents of the other
two, however, gave traces. After eight hours no further change had taken
place. The temperature was now raised to 30-35° C., and kept so for
eight hours. All three beakers now gave a strong iodine reaction, 0.2
c.c. of normal silver solution being required for each 15 grammes of the
contents of the beakers.

In addition to the iodide, some of the fatty base had osmosed through
the membrane in each case.

The next experiment was made by substituting a piece of the skin (freed
from chlorine by washing) of a freshly killed sheep for the bladder. The
ointment in No. 3 in this case was made with 10 per cent. of lard. No
reaction was obtained, at the ordinary temperature, after twelve hours,
nor after eight more hours, at a temperature of 25-30° C. After letting
them stand for eight hours longer at 30-37° C., a faint reaction was
obtained in the case of the ointment made with unguentum paraffini; a
still fainter with No. 3; but no reaction at all with No. 1 (that made
with lard). None of the fats passed through by osmosis. After eight
hours more, the iodine reaction was quite decisive in all cases, but no
fat had passed through even now. On titrating 20 grammes of the contents
of each beaker,

        No. 1 required 0.5 c.c. of silver solution.
        No. 3    "     0.5 c.c.         "
        No. 2    "     0.7 c.c.         "

showing that the most iodine had osmosed in the case of the ointment
made with unguentum paraffini (equivalent to vaseline).

       *       *       *       *       *




THE TAILS OF COMETS.


I.--If we throw a stone into the water, a wave will be produced that
will extend in a circle. The size of this wave and the velocity with
which it extends depend upon the size of the stone, that is to say, upon
the intensity of the mechanical action that created it. The extent and
depth of the water are likewise factors.

If we cause a cord to vibrate in the water, we shall obtain a succession
of waves, the velocity and size of which will be derived from the cord's
size and the intensity of its action. These waves, which are visible
upon the surface, constitute what I shall call _mechanical waves_. But
there will be created at the same time other waves, whose velocity of
propagation will be much greater than that of the mechanical ones, and
apparently independent of mechanical intensity. These are _acoustic
waves_. Finally, there will doubtless be created _optical waves_, whose
velocity will exceed that of the acoustic ones. That is to say, if a
person fell into water from a great height, and all his senses were
sufficiently acute, he would first perceive a luminous sensation when
the first optical wave reached him, then he would perceive the sound
produced, and later still he would feel, through a slight tremor, the
mechanical wave.[1]

[Footnote 1: Certain persons, as well known, undergo an optical
impression under the action of certain sounds.]

[Illustration: I]

Under the action of the same mechanical energy there form, then, in a
mass of fluid, waves that vary in nature, intensity, and velocity of
propagation; and although but three modes appreciable to our senses have
been cited, it does not follow that these are the only ones possible.

We may remark, again, that if we produce a single wave upon water, it
will be propagated in a uniform motion, and will form in front of it
successive waves whose velocity of propagation is accelerated.

This may explain why sounds perceived at great distances are briefer
than at small ones. A detonation that gives a quick dead sound at a few
yards is of much longer duration, and softer at a great distance.

The laws that govern the system of wave propagation are, then, very
complex.

[Illustration: II]

II.--If an obstacle be in the way of the waves, there will occur in each
of them an _alteration_, a break, which it will carry along with it to a
greater or less distance. This succession of alterations forms a trace
behind the obstacle, and in opposition to the line of the centers.
Finally, if the obstacle itself emits waves in space that are of less
intensity then those which meet it, these little waves will extend in
the wake of the large ones, and will form a trace of parabolic form
situated upon the line of the centers.

[Illustration: III]

III.--Let us admit, then, that the sun, through the peculiar energy that
develops upon its surface or in its atmosphere, engenders in ethereal
space successive waves of varying nature and intensity, as has been said
above, and let us admit that its _mechanical_ waves are traversed
obliquely (Fig. 1) by any spherical body--by a comet, for example; then,
under the excitation of the waves that it is traversing, and through its
velocity, the comet will itself enter into action, and produce
mechanical waves in its turn. As the trace produced in the solar waves
consists of an agitation of the ether on such trace, it will become
apparent, if we admit that every luminous effect is produced by an
excitation--a setting of the ether in vibration. The mechanical waves
engender of themselves, then, an emission of optical waves that render
perceptible the alteration which they create in each other.

Let a be the position of the comet. The altered wave, a, will carry
along the mark of such alteration in the direction a b, while at the
same time extending transversely the waves emitted by the comet. During
this time the comet will advance to a', and the wave will be altered in
its turn, and carry such alteration in the direction, a' b'.

The succession of all these alterations will be found, then, upon a
curve a'' d' d, whose first elements, on coming from the comet, will be
upon the resultant of the comet's velocity, and of the propagation of
the solar waves. Consequently, the slower the motion of the comet, with
respect to the velocity of the solar waves, the closer will such
resultant approach the line of centers, and the more rectilinear will
appear the trace or tail of the comet.

[Illustration: IV]

IV.--If the comet have satellites, we shall see, according to the
relative position of these, several tails appear, and these will seem to
form at different epochs. If c and s be the positions of a comet and a
satellite, it will be seen that if, while the comet is proceeding to c',
the satellite, through its revolution around it, goes to s', the traces
formed at c and s will be extended to d and d', and that we shall have
two tails, c' d and s' d', which will be separated at d and d' and seem
to be confounded toward c' s'.

V.--When the comet recedes from the sun, the same effect will occur--the
tail will precede it, and will be so much the more in a line with the
sun in proportion as the velocity of the solar waves exceeds that of the
comet.

If we draw a complete diagram (Fig. 4), and admit that the alteration of
the solar waves persists indefinitely, we shall see (supposing the
phenomenon to begin at a) that when the comet is at a 1, the tail will
and be at a 1 b; when it is a 2 the tail will be at a 2 b'; and when it
is at a 4, the tail will have become an immense spiral, a 4 b'''. As in
reality the trace is extinguished in space, we never see but the origin
of it, which is the part of it that is constantly new--that is to say,
the part represented in the spirals of Fig. 4.

The comet of 1843 crossed the perihelion with a velocity of 50 leagues
per second; it would have only required the velocity of the solar waves'
propagation to have been 500 leagues per second to have put the tail in
a sensibly direct opposition with the sun.

Knowing the angle [gamma] (Fig. 5) that the tangent to the orbit makes
with the sun at a given point, and the angle [delta] of the track upon
such tangent, as well as the velocity v of the comet, we can deduce
therefrom the velocity V of the solar waves by the simple expression:

  V = v × (sinus [delta] / sinus([gamma] - [delta])) or (Fig. 1),

  V = da/t'',

t'' being the time taken to pass over aa''.

[Illustration: V]

VI.--The tail, then, is not a special matter which is transported in
space with the comet, but a disturbance in the solar waves, just as
sound is an atmospheric disturbance which is propagated with the
velocity of the sonorous wave, although the air is not transported. The
tail which we see in one position, then, is not that which we see in
another; it is constantly renewed. Consequently, it is easy to conceive
how, in as brief a time as it took the comet of 1843 to make a half
revolution round the sun, the tail which extended to so great a distance
appeared to sweep the 180° of space, while at the same time remaining in
opposition to the great luminary.

[Illustration: VI]

The spiral under consideration may be represented practically. If to a
vertical pipe we adapt a horizontal one that revolves with a certain
velocity, and throws out water horizontally, it will be understood that,
from a bird's eye view, the jet will form a spiral. Each drop of water
will recede radially in space, the spiral will keep forming at the jet,
and if, through any reason, the latter alone be visible, we shall see a
nearly rectilinear jet that will seem to revolve with the pipe.

Finally, if the jet be made to describe a curve, m n (Fig. 4), while it
is kept directed toward the opposite of a point, c, the projected water
will mark the spiral indicated, and this will continue to widen, and
each drop will recede in the direction shown by the arrows.

[Illustration: VII]

VII.--It seems to result from this explanation that all the planets and
their satellites ought to produce identical effects, and have the
appearance of comets. In order to change the conditions, it suffices to
admit that the ethereal mass revolves in space around the sun with a
velocity which is in each place that of the planets there; and this is
very reasonable if, admitting the nebular hypothesis, we draw the
deduction that the cause that has communicated the velocity to the
successive rings has communicated it to the ethereal mass.

The planets, then, have no appreciable, relative velocity in space, and
for this reason do not produce mechanical waves; and, if they become
capable of doing so through a peculiar energy developed at their
surface, as in the case of the sun, they are still too weak to give very
perceptible effects. The satellites, likewise, have relatively too
feeble velocities.

The comet, on the contrary, directly penetrates the solar waves, and
sometimes has a relatively great velocity in space. If its proper
velocity be of directly opposite direction to that of the ethereal
mass's rotation, it will then be capable of producing sufficiently
intense mechanical effects to affect our vision.

VIII.--Finally, seeing the slight distances at which these stars pass
the sun, the attraction upon the comet and its satellites may be very
different, and the velocity of rotation of the latter, being added to or
deducted from that of the forward motion, there may occur (as in the
case shown in Fig. 6) a separation of a satellite from the principal
star. The comet then appears to separate into two, and each part follows
different routes in space; or, as in Fig. 7, one of the satellites may
either fall into the sun or pursue an elliptical orbit and become
periodical, while the principal star may preserve a parabolic orbit, and
make but one appearance.--_A. Goupil._

       *       *       *       *       *




THE DOUBLE ROLE OF THE STING OF THE HONEY BEE.

[Footnote: Translated from an article entitled "Ueber eine doppelrolle
des stachels der honigbienen" in _Deutschamerikanische Apotheker
Zeitung_, 15 Jan., 1885, Jahrg. 5, p. 664; there reprinted from _Ind.
Blatter_.]


Very important and highly interesting discoveries have recently been
made in regard to a double role played by the sting of the honey bee.
These discoveries explain some hitherto inexplicable phenomena in the
domestic economy of the ants. It is already known that the honey of our
honey bees, when mixed with a tincture of litmus, shows a distinct red
color, or, in other words, has an acid reaction. It manifests this
peculiarity because of the volatile formic acid which it contains. This
admixed acid confers upon crude honey its preservative power. Honey
which is purified by treatment with water under heat, or the so-called
honey-sirup, spoils sooner, because the formic acid is volatilized. The
honey of vicious swarms of bees is characterized by a tart taste and a
pungent odor. This effect is produced by the formic acid, which is
present in excess in the honey. Hitherto it has been entirely unknown in
what way the substratum of this peculiarity of honey, the formic acid in
the honey, could enter into this vomit from the honey stomach of the
workers. Only the most recent investigations have furnished us an
explanation of this process. The sting of the bees is used not only for
defense, but quite principally serves the important purpose of
contributing to the stored honey an antizymotic and antiseptic
substance.

The observation has recently been made that the bees in the hive, even
when they are undisturbed, wipe off on the combs the minute drops of bee
poison (formic acid) which from time to time exude from the tip of their
sting. And this excellent preservative medium is thus sooner or later
contributed to the stored honey. The more excitable and the more ready
to sting the bees are, the greater will be the quantity of formic acid
which is added to the honey, and the admixture of which good honey
needs. The praise which is so commonly lavished upon the Ligurian race
of our honey bees, which is indisposed to sting--and such praise is
still expressed at the peripatetic gatherings of German bee-masters--is
therefore from a practical point of view a false praise. Now we
understand also why the stingless honey bees of South America collect
little honey. It is well known that never more than a very small store
of honey is found in felled trees inhabited by stingless _Melipona_.
What should induce the _Melipona_ to accumulate stores which they could
not preserve? They lack formic acid. Only three of the eighteen
different known species of honey bees of northern Brazil have a sting. A
peculiar phenomenon in the life of certain ants has always been
problematical, but now it finds also its least forced explanation. It is
well known that there are different grain-gathering species of ants. The
seeds of grasses and other plants are often preserved for years in their
little magazines, without germinating. A very small red ant, which drags
grains of wheat and oats into its dwellings, lives in India. These ants
are so small that eight or twelve of them have to drag on one grain with
the greatest exertion. They travel in two separate ranks over smooth or
rough ground, just as it comes, and even up and down steps, at the same
regular pace. They have often to travel with their booty more than a
thousand meters, to reach their communal storehouse. The renowned
investigator Moggridge repeatedly observed that when the ants were
prevented from reaching their magazines of grain, the seeds begun to
sprout. The same was the case in abandoned magazines of grain. Hence the
ants know how to prevent the sprouting of the grains, but the capacity
for sprouting is not destroyed. The renowned English investigator John
Lubbock, who communicates this and similar facts in his work entitled
"Ants, Bees, and Wasps," adds that it is not yet known in what way the
ants prevent the sprouting of the collected grains. But now it is
demonstrated that here also it is only the formic acid, whose
preservative influence goes so far that it can make seed incapable of
germination for a determinate time or continuously.

It may be mentioned that we have also among us a species of ant which
lives on seeds, and stores these up. This is our _Lasius niger_, which
carries seeds of _Viola_ into its nests, and, as Wittmack has
communicated recently to the Sitzungsberichte der gesellschaft
naturforschender freunde zu Berlin, does the same with the seeds of
_Veronica hederaefolia_.

Syke states in his account of an Indian ant, _Pheidole providens_, that
this species collects a great store of grass-seeds. But he observed that
the ants brought their store of grain into the open air to dry it after
the monsoon storms. From this it appears that the preservative effect of
the formic acid is destroyed by great moisture, and hence this drying
process. So that among the bees the honey which is stored for winter
use, and among the ants the stores of grain which serve for food, are
preserved by one and the same fluid, formic acid.


EDITORIAL NOTE.

This same theory has been suggested many times by our most advanced
American bee-keepers. It has been hinted that this same formic acid was
what made honey a poison to many people, and that the sharp sting of
some honey, notably that from bass wood or linden, originated in this
acid from the poison sac. If this is the correct explanation, it seems
strange that the same kind of honey is always peculiar for greater or
less acidity as the case may be. We often see bees with sting extended
and tipped with a tiny drop of poison; but how do we know that this
poison is certainly mingled with the honey? Is this any more than a
guess?--_A.J. Cook, in Psyche_.

       *       *       *       *       *




CHLORIDES IN RAINFALL OF 1884.


We are apt to regard the rain solely as a product of distillation, and,
as such, very pure. A little reflection and a very slight amount of
experimental examination will quickly disabuse those who have this
mistaken and popular impression of their error. A great number of bodies
which arise from industrial processes, domestic combustion of coal,
natural changes in vegetable and animal matter, terrestrial disturbances
as tornadoes and volcanic eruptions, vital exhalations, etc., are
discharged into the atmosphere, and, whether by solution or mechanical
contact, descend to the surface of the earth in the rain, leaving upon
its evaporation in many instances the most incontestable evidences of
their presence. The acid precipitation around alkali and sulphuric acid
works is well known; the acid character of rains collected near and in
cities, and the remarkable ammoniacal strength of some local rainfalls,
have been fully discussed. The exhaustive experiments of Dr. Angus Smith
in Scotland, and the interesting reports of French examiners, have made
the scientific world familiar, not only qualitatively but
quantitatively, with the chemical nature of some rains, as well as with
their solid sedimentary contents.

Some years ago my attention was unpleasantly drawn to the fact that the
rain water in our use reacted for chlorine; and on finding this due
solely to the washing out from the atmosphere of suspended particles of
chloride of sodium or other chlorides or free chlorine, it appeared
interesting to determine the average amount of these salts in the rain
water of the sea coast. The results given in this paper refer to a
district on Staten Island, New York harbor, at a point four miles from
the ocean, slightly sheltered from the ocean's immediate influence by
the intervention of low ranges of hills. They were communicated to the
Natural Science Association of Staten Island, but the details of the
observations may prove of interest to the readers of the _Quarterly_,
and may there serve as a record more widely accessible.

It has long been recognized that the source of chlorine in rainfalls
near the sea was the sea itself, the amount of chlorides, putting aside
local exceptions arising from cities or manufactories, increasing with
the proximity of the point of observation to the ocean, and also showing
a marked relation to the exposure of the position chosen to violent
storms. Thus the west coast rainfalls of Ireland contain larger
quantities of chlorides than those of the east, and the table given by
Dr. Smith shows the variations in neighboring localities on the same
seafront. The chlorides of the English rains diminish as the observer
leaves the sea coast. In the following observations the waters of
thirty-two rains were collected, the chlorine determined by nitrate of
silver in amounts of the water varying from one liter to one-half a
liter, and in some instances less. While it is likely that some of the
chlorine was due to the presence of chlorides other than common salt, as
the position of the point of observation is not removed more than a mile
from oil distilleries and smelting and sulphuric acid works in New
Jersey, yet this could not even generally have been so, as the rain
storms came, for the greater number of instances, from the east, in an
opposite direction to the position of the factories alluded to. It has
also been noticed by Mr. A. Hollick, to whom these observations were of
interest, that in heavy storms a salt film often forms upon fruit
exposed to the easterly gales upon the shores of the island.

The yearly average for chlorine is 0.228 grain per gallon; for sodic
chloride, 0.376 grain. The total rainfall in our region for 1884, as
reported by Dr. Draper at Central Park, was 52.25 inches, somewhat
higher than usual, as the average for a series of years before gives 46
inches; but taking these former figures, we find that for that year
(1884) each acre of ground received, accepting the results obtained by
my examination, 76.24 avoirdupois pounds of common salt, if we regard
the entire chlorine contents of the rains as due to that body, or 46.23
pounds of chlorine alone.

In comparison with this result, we find that at Caen, in France, an
examination of the saline ingredients of the rain gave for one year
about 85 pounds of mineral matter per acre, of which 40 pounds were
regarded as common salt.

Although chlorine is almost constantly present in plant tissues, it is
not indispensable for most plants, and for those assimilating it in
small amounts, our rainfall would seem to offer an ample supply. These
facts open our eyes to the possible fertilizing influence of rains, and
they also suggest to what extent rains may exert a corrosive action when
they descend charged with acid vapors.--_L.P. Gratacap, in School of
Mines Quarterly_.

       *       *       *       *       *




THE CHROMATOSCOPE.


Some time ago Mr. J.D. Hardy devised an instrument, which he has named a
chromatoscope, so easily made by any one who has a spot lens that we
take the following description from the _Journal_ of the Royal
Microscopical Society: "Its chief purpose is that of illuminating and
defining objects which are nonpolarizable, in a similar manner to that
in which the polariscope defines polarizable objects. It can also be
applied to many polarizable objects. This quality, combined with the
transmission of a greater amount of light than is obtainable by the
polariscope, renders objects thus seen much more effective. It is
constructed as follows: Into the tube of the spot lens a short tube is
made to move freely and easily. This inner tube has a double flange, the
outer one, which is milled, for rotating, and the inner one for carrying
a glass plate. This plate is made of flat, clear glass, and upon it are
cemented by a very small quantity of balsam three pieces of colored
(stained) glass, blue, red, and green, in the proportion of about 8, 5,
and 3. The light from the lamp is allowed to pass to some extent through
the interspaces, and is by comparison a strong yellow, thus giving four
principal colors. Secondary colors are formed by a combination of the
rays in passing through the spot lens.

"The stained glass should be as rich in color and as good in quality as
possible, and a better effect is obtained by three pieces of stained
glass than by a number of small pieces. The application of the
chromatoscope is almost unlimited, as it can be used with all objectives
up to the 1/8. Transparent objects, particularly crystals which will not
polarize, diatoms, infusoria, palates of mollusks, etc., can not only be
seen to greater advantage, but their parts can be more easily studied.
As its cost is merely nominal, it can be applied to every instrument,
large or small; and when its merits and its utility by practice are
known, I am confident that it will be considered a valuable accessory to
the microscope."

       *       *       *       *       *

Prof. W.O. Atwater, as the results of a series of experiments, finds,
contrary to the general opinion of chemists, that plants assimilate
nitrogen from the atmosphere. They take up the greatest quantity when
supplied with abundant nourishment from the soil. Well fed plants
acquired fully one-half their total nitrogen from the air. It seems
probable that the free nitrogen of the air is in some way assimilated by
the plants.

       *       *       *       *       *

A catalogue, containing brief notices of many important scientific
papers heretofore published in the SUPPLEMENT, may be had gratis at this
office.

       *       *       *       *       *




THE SCIENTIFIC AMERICAN SUPPLEMENT.

PUBLISHED WEEKLY.

TERMS OF SUBSCRIPTION, $5 A YEAR.


Sent by mail, postage prepaid, to subscribers in any part of the United
States or Canada. Six dollars a year, sent, prepaid, to any foreign
country.

All the back numbers of THE SUPPLEMENT, from the commencement, January
1, 1876, can be had. Price, 10 cents each.

All the back volumes of THE SUPPLEMENT can likewise be supplied. Two
volumes are issued yearly. Price of each volume, $2.50, stitched in
paper, or $3.50, bound in stiff covers.

COMBINED RATES--One copy of SCIENTIFIC AMERICAN and one copy of
SCIENTIFIC AMERICAN SUPPLEMENT, one year, postpaid, $7.00.

A liberal discount to booksellers, news agents, and canvassers.

MUNN & CO., PUBLISHERS,

361 BROADWAY, NEW YORK, N. Y.

       *       *       *       *       *




PATENTS.


In connection with the SCIENTIFIC AMERICAN, Messrs. MUNN & Co. are
Solicitors of American and Foreign Patents, have had 40 years'
experience, and now have the largest establishment in the world. Patents
are obtained on the best terms.

A special notice is made in the SCIENTIFIC AMERICAN of all inventions
patented through this Agency, with the name and residence of the
Patentee. By the immense circulation thus given, public attention is
directed to the merits of the new patent, and sales or introduction
often easily effected.

Any person who has made a new discovery or invention can ascertain, free
of charge, whether a patent can probably be obtained, by writing to MUNN
& Co.

We also send free our Hand Book about the Patent Laws, Patents, Caveats,
Trade Marks, their costs, and how procured. Address

MUNN & CO., 361 BROADWAY, NEW YORK.

Branch Office, 622 and 624 F St., Washington, D.C.