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Title: Scientific American Supplement, No. 595, May 28, 1887

Author: Various

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*** START OF THE PROJECT GUTENBERG EBOOK SCIENTIFIC
AMERICAN SUPPLEMENT, NO. 595, MAY 28, 1887 ***

SCIENTIFIC AMERICAN
SUPPLEMENT NO. 595

NEW YORK, MAY 28, 1887
Scientific American Supplement. Vol. XXIII, No. 595.

Scientific American established 1845

Scientific American Supplement, $5 a year.

Scientific American and Supplement, $7 a year.

TABLE OF CONTENTS.
I. BOTANY.—The Relation of Tabasheer to Mineral Substances.—The
composition of this curious secretion of the bamboo.—Analyses and
properties of the material, according to various observers.—Its
appearance under the microscope. 1 illustration.
II. CHEMISTRY.—Apparatus for Drying Flour.—An apparatus for
determining the moisture in flour. 1 illustration.
III. ELECTRICITY.—Automatic Commutator for Incandescent Lamps.
—An apparatus for lighting automatically a new lamp to replace one
that has failed. 1 illustration.
Definitions and Designations in Electro-Technics.—Mr. Jamieson's
proposed code of electric symbols—literal and graphic. 4
illustrations.
IV. ENGINEERING.—New Dredging Machinery.—The dredger Ajax,
recently built in California.—Its dimensions and capacity. 1
illustration.
Reservoir Dams.—By DAVID GRAVELL.—The engineering details
of dams.—Typical masonry and earthwork dams of the world. 23
illustrations.
The Flexible Girder Tramway.—A new type of suspended railway—a
modification of the wire tramway system. 21 illustrations.

V. HYGIENE.—Climate in its Relation to Health.—By G.V. POORE,
M.D.—The third lecture of this series.—Consideration of the floating
matter of the air and diseases caused thereby.—Causation of hay
fever.
VI. MATHEMATICS.—Radii of Curvature Geometrically Determined.
—By Prof. C.W. MACCORD, Sc.D.—No. VII. Path of a point on a
connecting rod. 3 illustrations.
VII. MICROSCOPY.—Improved Microscopical Settling Tube.—By F.
VANDERPOEL.—New tubes for use in urinary analysis. 4
illustrations.
VIII. MISCELLANEOUS.—Apparatus for Manufacturing Bouquets.—An
ingenious machine for facilitating the construction of bouquets. 1
illustration.
Bozerian's Refrigerant Punkas.—A fan worked by the feet, a
substitute for the Indian punka. 2 illustrations.
How to Make a Kite without a Tail.—An improved form of kite
described and illustrated. 1 illustration.
Punkas.—By J. WALLACE, C.E.—The mechanics of punkas;
experiments on their rate of swing.
The Edible Earth of Java.—An account of this curious substance, its
taste and appearance.
IX. NAVAL ENGINEERING.—Another Remarkable Torpedo Boat.—
Over twenty-eight miles an hour.—Full particulars of the trial of one
of the new Italian torpedo boats, built by Yarrow & Co.
Copeman & Pinhey's Life Rafts.—A new life raft for use on
steamers, folding into deck settees. 3 illustrations.
X. PHYSICS.—Sunlight Colors—By Capt. W. DE W. ABNEY.—A
valuable lecture on the cause of the colors of the sun, and their
relative intensities. 3 illustrations.
The Wave Theory of Sound Considered.—By HENRY A. MOTT,
Ph.D., LL.D.—Arguments against the generally accepted theory of
sound.

COPEMAN & PINHEY'S LIFE RAFTS.
The experiments with life saving appliances which Mr. Copeman brought
before the delegates of the Colonial Conference, on the 13th April, at the
Westminster Aquarium, had a particular interest, due to the late and
lamentable accident which befell the Newhaven-Dieppe passenger steamer
Victoria. In many cases of this nature, loss of life must rather be attributed to
panic than to a want of life saving appliances; but, as a general rule, an
abundant supply of such apparatus will tend to give passengers confidence,
and prevent the outbreak of such discreditable scenes on the part of
passengers as took place on the Victoria.

FIG. 1.—COPEMAN & PINHEY'S LIFE RAFTS.

Messrs. Copeman & Pinhey have, for some years past, done good work in
this direction, and at the recent meeting of the Institution of Naval
Architects, Mr. Copeman showed several models of the latest types of their

life saving apparatus, both for use on torpedo boats and passenger steamers.
Our illustration (Fig. 1) represents the kind of rafts supplied to her Majesty's
troop ships, while Figs. 2 and 3 show deck seats convertible into rafts, which
are intended for ordinary passenger steamers. The raft shown in Fig. 1
consists of two pontoons, joined by strong cross beams, and fitted with mast,
sail, and oars. When not in use, the pontoons form deck seats, covered by a
wooden grating, which in our illustration forms the middle part of the raft.
Each pontoon has a compartment for storing provisions, and when rigged as
a raft, there is a railing to prevent persons being washed overboard.

FIG. 2.

FIG. 3.

The seat life buoy, shown in Fig. 2, serves as an ordinary deck seat, being
about 8 ft. long, and it consists of two portions, hinged at the back. When
required for use as a life buoy, it is simply thrown forward, the seat being at
the same time lifted upward, so that the top rail of the back engages with the
two clips, shown at either end of the seat, and the whole structure then forms
a rigid raft, as will be seen from Fig. 3. Several other appliances were shown
at the Westminster Aquarium on April 13, but the two rafts we have selected
for illustration will give a sufficiently correct idea of the general principles
upon which the apparatus is based.—Industries.

ANOTHER REMARKABLE TORPEDO BOAT—
OVER TWENTY-EIGHT MILES AN HOUR.
In a recent impression we gave some particulars of the trial trip of a boat
built for the Italian government by Messrs. Yarrow & Co., which attained the
highest speed known, namely, as nearly as possible, 28 miles an hour. On the
14th April the sister boat made her trial trip in the Lower Hope, beating all
previous performances, and attaining a mean speed of 25.101 knots, or over
28 miles an hour. The quickest run made with the tide was at the rate of
27.272 knots, or 31.44 miles per hour, past the shore. This is a wonderful
performance.

In the following table we give the precise results:

Second
Boiler. Receiver. Vacuum. Revs. Speed. Means.
Means.
per Knots per Knots per Knots per
lb. lb. in.
min. hr. hr. hr.
1 130 32 28 373 22.641 24.956
2 130 32 28 372.7 27.272 25.028 24.992
3 130 32 28 372 22.784 25.028 25.028
4 130 32 28 377 27.272 25.248 25.138
5 130 32 28 375 23.225 25.248 25.248
6 130 32 28 377 27.272
Means 130 32 28 374.5 25.101

The boat is 140 ft. long, and fitted with twin screws driven by compound
engines, one pair to each propeller. These engines are of the usual type,
constructed by Messrs. Yarrow. Each has two cylinders with cranks at 90°.
The framing, and, indeed, every portion not of phosphor-bronze or gun
metal, is of steel, extraordinary precautions being taken to secure lightness.
Thus the connecting rods have holes drilled through them from end to end.
The low pressure cylinders are fitted with slide valves. The high pressure

valves are of the piston type, all being worked by the ordinary link motion
and eccentrics. The engine room is not far from the mid length of the boat,
and one boiler is placed ahead and the other astern of it. Each boiler is so
arranged that it will supply either engine or both at pleasure. The boat has
therefore two funnels, one forward and the other aft, and air is supplied to
the furnaces by two fans, one fixed on the forward and the other on the aft
bulkhead of the engine room.

The fan engines have cylinders 5½ in. diameter and 3½ in. stroke, and make
about 1,100 revolutions per minute when at full speed, causing a plenum in
the stokeholes of about 6 in. water pressure. Double steam steering gear is
fitted, for the forward and aft rudder respectively, and safety from
foundering is provided to an unusual degree by the subdivision of the hull
into numerous compartments, each of which is fitted with a huge ejector,
capable of throwing overboard a great body of water. A body of water equal
to the whole displacement of the boat can be discharged in less than seven
minutes. There is also a centrifugal pump provided, which can draw from
any compartment. The circulating pump is not available, because it has
virtually no existence, a very small pump on the same shaft as the centrifugal
being used merely to drain the condensers. These last are of copper,
cylindrical, and fitted with pipes through which a tremendous current of
water is set up by the passage of the boat through the sea. Thus the space and
weight due to a circulating pump is saved and complication avoided. The air
and feed pumps are combined in one casting let into the engine room floor,
quite out of the way, and worked by a crank pin in a small disk on the
forward end of the propeller shaft. This is an admirable arrangement, and
works to perfection.

The armament of the boat consists of two torpedo tubes in her bows, and a
second pair set at a small angle to each—Yarrow's patent—carried aft on a
turntable for broadside firing. There are also two quick firing 3 lb. guns on
her deck. The conning tower forward is rifle proof, and beneath it and
further forward is fixed the steering engine, and a compressing engine, by
which air is compressed for starting the torpedoes overboard and for
charging their reservoirs. A small dynamo and engine are also provided for
working a search light, if necessary. The accommodation provided for the
officers and crew is far in advance of anything hitherto found on board a
torpedo boat.

The weather on the morning of Thursday, April 14, was anything rather than
that which would be selected for a trial, or indeed any, trip on the Thames.
At 11 A.M., the hour at which the boat was to leave Messrs. Yarrow's yard,
Isle of Dogs, the wind was blowing in heavy squalls from the northeast,
accompanied by showers of snow and hail. The Italian government was
represented by Count Gandiani and several officers and engineers. In all
there were about thirty-three persons on board. The displacement of the
vessel was as nearly as might be 97 tons. A start was made down the river at
11:15 A.M., the engines making about 180 revolutions per minute, and the
boat running at some 11½ or 12 knots.

During this time the stokehole hatches were open, but the fans were kept
running at slow speed to maintain a moderate draught. The fuel used
throughout the trip was briquettes made of the best Welsh anthracite worked
up with a little tar. The briquettes were broken up to convenient sizes before
being put in the bunkers. This fuel is not of so high evaporative efficiency as
Nixon's navigation coal, but it is more suitable for torpedo boat work,
because it gives out Very little dust, while the coal in closed stokeholes half
smothers the firemen. Watering only partially mitigates the evil. Besides this,
the patent fuel does not clinker the tube ends—a matter of vital importance.

During the run down to Gravesend, the small quantity of smoke given out
was borne down and away from the tops of the funnels by the fierce head
wind, and now and then a heavy spray broke on the bows, wetting
everything forward. In the engine room preparations were made for taking
indicator diagrams. No attempt was made to drive the boat fast, because high
speeds are prohibited by the river authorities on account of the heavy swell
set up.

The measured mile on the Lower Hope is on the southern bank of the river,
about three miles below Gravesend. Just as the boat passed the town, in the
midst of a heavy rain squall, the stokehole hatches in the deck were shut, and
the dull humming roar of the fans showed that the fires were being got up.
The smoke no longer rose leisurely from the funnels. It came up now with a
rush and violence which showed the powerful agency at work below. A rapid
vibrating motion beneath the feet was the first evidence that the engines
were away full speed. As the boat gathered way she seemed to settle down to
her work, and the vibration almost ceased. The measured mile was soon

reached, and then in the teeth of the northeaster she tore through the water.
The tide and wind were both against her. Had the tide and wind been
opposed, there would have been a heavy sea on. As it was, there was quite
enough; the water, breaking on her port bow, came on board in sheets,
sparkling in the sun, which, the rain squall having passed, shone out for the
moment. As the wind was blowing at least thirty miles an hour, and the boat
was going at some twenty-six miles an hour against it, the result was a
moderate hurricane on board. It was next to impossible to stand up against
the fury of the blast without holding on. The mile was traversed in less than
2½ minutes, however; but the boat had to continue her course down the river
for nearly another mile to avoid some barges which lay in the way, and
prevented her from turning. Then the helm was put over, and she came
round. There was no slacking of the engines, and astern of her the water
leaped from her rudder in a great upheaved, foaming mass, some 7 ft. or 8 ft.
high. Brought round, she once more lay her course. This time the wind was
on her starboard quarter, or still more nearly aft. The boat went literally as
fast as the wind, and on deck it was nearly calm. The light smoke from the
funnels, no longer beaten down by wind, leaped up high into the air. Looking
over the side, it was difficult to imagine that the boat was passing through
water at all. The enormous velocity gave the surface of the river the
appearance of a sheet of steel for 1 ft. or more outside the boat. Standing
right aft, the sight was yet more remarkable. Although two 6 ft. screws were
revolving at nearly 400 revolutions per minute almost under foot, not a
bubble of air came up to break the surface. There was no wave in her wake;
about 70 ft. behind her rose a gentle swelling hill.

Her wake was a broad smooth brown path, cut right through the rough
surface of the river. On each side of this path rose and broke the angry little
seas lashed up by the scourging wind. Along the very center of the brown
track ran a thin ridge of sparkling foam, some 2 ft. high and some 20 ft. long,
caused by the rudder being dragged through the water. There was scarcely
any vibration. The noise was not excessive. A rapid whirr due to the engines,
and a rythmical clatter due to the relief valve on one of the port engine
cylinders not being screwed down hard enough, and therefore lifting a little
in its seat at each stroke, made the most of it. The most prominent noise
perhaps was the hum of the fans. Standing forward, the deck seems to slope
away downward aft, as indeed it does, for it is to be noted that at these high
speeds the forefoot of the boat is always thrown up clean out of the water—

and the whole aspect of the boat: the funnels vomiting thin brown smoke,
and occasionally, when a fire door is opened, a lurid pillar of flame for a
moment; the whirr in the engine room; the dull thunder of the fans, produce
an impression on the mind not easily expressed, and due in some measure no
doubt to the exhilaration caused by the rapid motion through the air.

The best way to convey what we mean is to say that the whole craft seems to
be alive, and a perfect demon of energy and strength. Many persons hold
that a torpedo boat is likely to be more useful in terrifying an enemy than in
doing him real harm, and we can safely say that the captain of an ironclad
who saw half a dozen of these vessels bearing down on him, and did not
wish himself well out of a scrape, has more nerve than most men.

The second mile was run in far less time than that in which what we have
written concerning it can be read, and then the boat turned again, and once
more the head wind with all its discomforts was encountered. Events
repeated themselves, and so at last the sixth trip was completed, and the boat
proceeded at a leisurely pace back again to Poplar. Mr. Crohn, representing
Messrs. Yarrow on board, and all concerned, might well feel satisfied. We
had traveled at a greater speed than had ever before been reached by
anything that floats, and there was no hitch or impediment or trouble of any
kind.

The Italian government may be congratulated on possessing the two fastest
and most powerful torpedo boats in the world. We believe, however, that
Messrs. Yarrow are quite confident that, with twin screw triple expansion
engines, they can attain a speed of 26 knots an hour, and we have no reason
to doubt this.—The Engineer.

RESERVOIR DAMS.[1]
By DAVID GRAVELL.

The construction of dams, in some form or other, may probably rank among
the very earliest of engineering works. Works of this character are not
infrequently referred to in the accounts of the earliest historians; but it is to
be feared that they are not always perfectly trustworthy. The subscribers to
the Mudie of the period had to be considered, and their taste for the
marvelous was probably not much inferior to that of our own day. When,
therefore, Herodotus describes the reservoir of Moeris as formed for the
control of the river floods of Nile-nourished Egypt, and of another
constructed by Nebuchadnezzar at Sippara, of 140 miles in circumference,
we must make allowances. But there is no question as to the existence in the
East at the present day, and especially in India and Ceylon, of the remains of
what may correctly be termed stupendous works; and the date of the
construction of which, as regards India, is in many cases prehistoric. In
Spain also the Moors, whose occupation of the peninsula terminated in the
thirteenth century, have left reservoir dams of great magnitude, situated
mostly in the south-eastern provinces of Murcia and Alicante, and many of
which are still serviceable.

In India and Ceylon the greater number of the ancient dams or bunds are
now in ruins, and this can occasion but little surprise, considering the
meteorological condition of these countries. In Ceylon, for instance, the
whole rainfall of the year occurs within a period of six to eight weeks, and
often amounts to as much as 12 in. in the twenty-four hours, and has been
known, comparatively recently, to reach nearly 19 in., the latter an amount
only 2 in. or 3 in. less than the average rainfall of Lincolnshire for the whole
year. In London it is only 25 in. and in the wettest district in Great Britain,
viz., Cumberland, averages not more than 70 in. per annum.

The rainfall in Bombay is from 80 in. to 100 in. per annum, and throughout
India may be taken as from 50 in. to 130 in., varying, as is the general rule,

in direct ratio with the altitude, and limited to a few weeks in the year.
Notwithstanding this, there still exist in the Madras Presidency a not
inconsiderable number of ancient bunds which serve their intended purpose
at the present day as well as ever. Slight mistakes did occasionally occur, as
they ever will till no more dams are wanted, as is proved by the remains of
some works in Ceylon, where the failure was evidently due to error, possibly
due to the instruments being out of adjustment, as their base is at a higher
level than the bed of the stream at the point where water from the latter was
to be diverted to afford the supply.

Among the most remarkable of these ancient works is the Horra-Bera tank,
the bund of which is between three and four miles in length and from 50 to
70 ft. in height, and although now in ruins would formerly impound a
reservoir lake of from eight to ten miles long and three to four miles broad.
There is also the Kala-Weva tank, with a bund of twelve miles in length,
which would, if perfect, create a lake of forty miles in circumference. Both
of these ruined works are situated in Ceylon. The third embankment of a
similar character is that of the Cummum tank, situated in the Madras
Presidency, and which, though ranking among the earliest works of Hindoo
history, is still in such a condition as to fulfill its original intention. The area
of the reservoir is about fifteen square miles, the dam about 102 ft. high,
with a breadth at the crest of 76 ft., and of the section shown in the diagram.

The by-wash is cut in the solid rock altogether clear of the dam; the outlet
culverts, however, are carried under the bank. We will now consider
generally the methods employed in determining the site, dimensions, and
methods of construction of reservoir dams adapted to the varying
circumstances and requirements of modern times, with a few references to
some of the more important works constructed or in progress, which it will
be endeavored to make as concise and burdened with as few enumerations of
dimensions as possible.

The amount of the supply of water required, and the purposes to which it is
to be applied, whether for household, manufacturing, or irrigation uses, are
among the first considerations affecting the choice of the site of the
reservoir, and is governed by the amount of rainfall available, after
deducting for evaporation and absorption, and the nature of the surface soil
and vegetation. The next important point is to determine the position of the

dam, having regard to the suitability of the ground for affording a good
foundation and the impoundment of the requisite body of water with the
least outlay on embankment works.

It has been suggested that the floods of the valley of the Thames might be
controlled by a system of storage reservoirs, and notice was especially drawn
to this in consequence of the heavy floods of the winter of 1875. From
evidence given before the Royal Commission on Water Supply, previous to
that date it was stated that a rainfall of 1 in. over the Thames basin above
Kingston would give, omitting evaporation and absorption, a volume of
53,375,000,000 gallons. To prevent floods, a rainfall of at least 3 in. would
have to be provided against, which would mean the construction of
reservoirs of a storage capacity of say 160,000,000,000 gallons. Mr. Bailey
Denton, in his evidence before that commission, estimated that reservoirs to
store less than one tenth that quantity would cost £1,360,000, and therefore a
3 in. storage as above would require an outlay of, say, £15,000,000 sterling;
and it will be seen that 3 in. is by no means too great a rainfall to allow for,
as in July of 1875, according to Mr. Symons, at Cirencester, 3.11 in. fell
within twenty-four hours. Supposing serious attention were to be given to
such a scheme, there would, without doubt, be very great difficulty in
finding suitable situations, from an engineering and land owner's point of
view, for the requisite dams and reservoir areas.

In Great Britain and many European countries rain gauges have been
established at a greater or less number of stations for many years past, and
data thereby afforded for estimating approximately the rainfall of any given
district or catchment basin. The term "watershed" is one which it appears to
me is frequently misapplied; as I understand it, watershed is equivalent to
what in America is termed the "divide," and means the boundary of the
catchment area or basin of any given stream, although I believe it is
frequently made use of as meaning the catchment area itself. When saying
that the rain gauges already established in most of the older civilized
countries afford data for an approximate estimate only, it is meant that an
increase in the number of points at which observations are made is
necessary, previous to the design of a reservoir dam on the catchment area
above, the waters of which are proposed to be impounded, and should be
continuous for a series of five or six years, and these must be compared with
the observations made with the old established rain gauges of the adjacent

district, say for a period of twenty years previously, and modified
accordingly. This is absolutely necessary before an accurate estimate of the
average and maximum and minimum rainfall can be arrived at, as the
rainfall of each square mile of gathering ground may vary the amount being
affected by the altitude and the aspect as regards the rainy quarter.

But this information will be of but little service to the engineer without an
investigation of the loss due to evaporation and absorption, varying with the
season of the year and the more or less degree of saturation of the soil; the
amount of absorption depending upon the character of the ground, dip of
strata, etc., the hydrographic area being, as a rule, by no means equal to the
topographic area of a given basin. From this cursory view of the preliminary
investigations necessary can be realized what difficulties must attend the
design of dams for reservoirs in newly settled or uncivilized countries, where
there are no data of this nature to go on, and where if maps exist they are
probably of the roughest description and uncontoured; so that before any
project can be even discussed seriously special surveys have to be made, the
results of which may only go to prove the unsuitability of the site under
consideration as regards area, etc. The loss due to evaporation, according to
Mr. Hawksley, in this country amounts to a mean of about 15 in.; this and the
absorption must vary with the geological conditions, and therefore to arrive
at a satisfactory conclusion regarding the amount of rainfall actually
available for storage, careful gaugings have to be made of the stream
affected, and these should extend over a lengthened period, and be
compounded with the rainfall. A certain loss of water, in times of excessive
floods, must, in designing a dam, be ever expected, and under favorable
conditions may be estimated at 10 per cent. of the total amount impounded.

As regards the choice of position for the dam of a reservoir, supposing that it
is intended to impound the water by throwing an obstruction across a valley,
it may be premised that to impound the largest quantity of water with the
minimum outlay, the most favorable conditions are present where a more or
less broad valley flanked by steep hills suddenly narrows at its lower end,
forming a gorge which can be obstructed by a comparatively short dam. The
accompanying condition is that the nature of the soil, i.e., the character,
strata, and lie of the rock, clay, etc., as the case may be, is favorable to
assuring a good foundation. In Great Britain, as a rule, dams for reservoirs
have been constructed of earthwork with a puddle core, deemed by the

majority of English engineers as more suitable for this purpose than
masonry.

Earthwork, in some instances combined with masonry, was also a form usual
in the ancient works of the East, already referred to; but it would appear
from the experience of recent years that masonry dams are likely to become
as common as those of earthwork, especially in districts favorable to the
construction of the former, where the natural ground is of a rocky character,
and good stone easily obtained.

As to the stability of structures of masonry for this purpose, as compared
with earthwork, experience would seem to leave the question an open one.
Either method is liable to failure, and there certainly are as many cases on
record of the destruction of masonry dams as there are of those constructed
of earthwork, as instanced in Algeria within the past few years. As regards
masonry dams, the question of success does not seem so much to depend
upon their design, as far as the mere determination of the suitable profile or
cross section is concerned, as that has been very exhaustively investigated,
and fairly agreed upon, from a mathematical point of view, but to be
principally due to the correctness of the estimate of the floods to be dealt
with, and a sufficient provision of by-wash allowed for the most extreme
cases; and, lastly, perhaps the most important of all, the securing a
thoroughly good foundation, and a careful execution of the work throughout.

These remarks equally apply to earthwork dams, as regards sufficient
provision of by-wash, careful execution of work, and security of foundation,
but their area of cross section, supposing them to be water-tight, on account
of the flatness of their slopes and consequent breadth of base, is, of course,
far in excess of that merely required for stability; but in these latter, the
method adopted for the water supply discharge is of the very greatest
importance, and will be again referred to.

Before commencing the excavation for the foundations of a dam, it is most
essential that the character of the soil or rock should be examined carefully,
by sinking a succession of small shafts, not mere borings, along the site, so
that the depth to which the trench will have to be carried, and the amount of
ground water likely to be encountered, can be reliably ascertained, as this
portion of the work cannot be otherwise estimated, and as it may bear a very

large proportion of the total expense of construction, and in certain cases
may demonstrate that the site is altogether unsuitable for the proposed
purpose.

The depth to which puddle trenches have been carried, for the purpose of
penetrating water-bearing strata, and reaching impenetrable ground, in some
cases, has been as much as 160 ft. below the natural surface of the ground,
and the expense of timbering, pumping, and excavation in such an instance
can be easily imagined. This may be realized by referring to Fig. 4, giving a
cross-section of the Yarrow dam, in which the bottom of the trench is there
only 85 ft. below the ground surface. In the Dale Dyke dam, Fig. 2, the
bottom of the trench was about 50 ft. below the ground surface.

There is one other point which should be mentioned in connection with the
form of the base of the puddle trench—that instead of cutting the bottom of
the trench at the sides of the valley in steps, it should be merely sloped, so
that the puddle, in setting, tends to slide down each inclined plane toward the
bottom of valley, thereby becoming further compressed; whereas, should the
natural ground be cut in steps, the puddle in setting tends to bulge at the side
of each riser, as it may be termed, and so cause fissures. It will be noticed
that the slopes of these earthwork dams vary from 7 to 1 to 2 to 1.

The depths to which some puddle trenches are carried has been objected to
by some engineers, and among them Sir Robert Rawlinson, as excessive and
unnecessary, and, in the opinion of the latter, the same end might be obtained
by going down to a depth say of 30 ft. only, and putting in a thick bed of
concrete, and also carrying up the concrete at the back of the puddle trench,
with a well for collecting water, and a pipe leading the same off through the
back of the dam to the down stream side. An arrangement of this kind is
shown in the Yarrow dam, Fig. 4.

The thickness of the puddle wall varies considerably in the different
examples given in the diagrams before you, a fair average being the Row
bank of the Paisley Water Works, Fig. 6; and although in instances of dams
made early in the century, such as the Glencorse dam—Fig. 5—of the
Edinburgh Water Works, the puddle was of very considerable thickness, and
it would appear rightly so. This practice does not seem to have been
followed in many cases, as, for instance, again referring to the Dale Dyke

dam, Fig. 2, where the thickness of the top was only 4 ft., with a batter of 1
in 16 downward, giving a thickness of 16 ft. at the base. For a dam 95 ft. in
height this is very light, compared with that of the Vehui dam at Bombay, of
which the engineer was Mr. Conybeare—Fig. 7—where the puddle wall is
10 ft. wide at the top, with a batter downward of 1 in 8, the Bann reservoir—
Fig. 8—of Mr. Bateman's design, where the puddle is 8 ft. broad at the top,
and other instances. The same dimension was adopted for the puddle wall of
the Harelaw reservoir, at Paisley, by Mr. Alexander Leslie, an engineer of
considerable experience in dam construction.

There appears to be a question as to what the composition of puddle should
be, some advocating a considerable admixture of gravel with clay. There is
no doubt that clay intended for puddle should be exposed to the weather for
as long previous to use as possible, and subject to the action of the air at any
rate, of sunshine if there be any, or of frost. When deposited in the trench, it
should be spread in layers of not more than 6 in. in thickness, cut
transversely in both directions, thoroughly watered, and worked by
stamping.

The position of the puddle wall is, as a rule, in the center of the bank and
vertical; but laying a thickness of puddle upon the inner or up stream slope,
say 3 ft. thick, protected by a layer of gravel and pitching, has been
advocated as preventing any portion of the dam from becoming saturated.
There are, however, evident objections to this method, as the puddle being
comparatively unprotected would be more liable to damage by vermin, such
as water rats, etc.; and in case of the earthwork dam at the back settling, as
would certainly be the case, unless its construction extended over a very
lengthened period, the puddle would be almost certain to become fissured
and leaky; in addition, the comparative amounts of puddle used in this
manner, as compared with the vertical wall, would be so much increased.
With the puddle wall in the position usually adopted, unequal settlement of
the bank on either side is less liable to affect the puddle, being vertical.

It would be interesting to refer to the embankment of the Bann, or Lough
Island Reavy reservoir, Fig. 8, designed by Mr. Bateman, now nearly fifty
years ago, where a layer of peat was adopted both on the slope, 15 in. thick,
and in front or on the up stream side of the puddle wall, 3 ft. thick. The
object was, that should the puddle become fissured and leaky, the draught so

created would carry with it particles of peat, which would choke up the
cracks and so reduce the leakage that the alluvial matter would gradually
settle over it and close it up. On the same diagram will be noticed curved
lines, which are intended to delineate the way in which the earthwork of the
embankment was made up. The layers were 3 ft. in thickness, laid in the
curved layers as indicated.

It is a moot question whether, in making an earthwork embankment,
dependence, as far as stanchness is concerned, should be placed upon the
puddle wall alone or upon the embankments on either side, and especially
upon the up-stream side in addition. Supposing the former idea prevails, then
it can be of little moment as to how or of what material the bank on either
side is made up—whether of earth or stone—placed in thin layers or tipped
in banks of 3 ft. or 4 ft. high; but the opinion of the majority of engineers
seems to be in favor of making the banks act not merely as buttresses to the
puddle wall, and throwing the whole onus, as it may be termed, of
stanchness upon that, but also sharing the responsibility and lessening the
chances of rupture thereby. But to insure this, the material must be of the
very best description for the purpose. Stones, if allowed at all—and in the
author's opinion they should not be—should be small, few, and far between.
Let those that are sifted out be thrown into the tail of the down stream slope.
They will do no harm there, but the layers of earth must not approach 3 ft. in
thickness nor 1 ft.—the maximum should be six in., and this applies also to
the puddle. Let the soil be brought on by say one-horse carts, spread in six
inch layers, and well watered. The traffic of the carts will consolidate it, and
in places where carts cannot traverse it should be punned. In the Parvy
reservoir dam a roller was employed for this purpose. It comprised a small
lorry body holding about a yard and a half of stone, with two axles, on each
of which was keyed a row of five or six wheels.

At the Oued Meurad dam, in Algeria, 95 ft. high, constructed about 23 years
ago, the earthwork layers were deposited normal to the outer slope, and as
the bank was carried up the water was admitted and allowed to rise to near
the temporary crest, and as soon as the bank had settled, the earthwork
continued another grade, and the same process repeated.

It was the practice until comparatively recently to make the discharge outlet
by laying pipes in a trench under the dam, generally at the lowest point in the

valley, or constructing a culvert in the same position and carrying the pipes
through this, and in the earlier works the valves or sluices regulating the
outflow were placed at the tail of the down stream bank, the pipes under the
bank being consequently at all times subject to the pressure of the full head
of the water in the reservoir. An instance of the first mentioned method is
afforded by the Dale Dyke reservoir, Fig. 2, where two lines of pipes of 18
in. diameter were laid in a trench excavated in the rock and resting upon a
bed of puddle 12 in. in thickness, and surrounded by puddle; the pipes were
of cast iron, of the spigot and faucet type, probably yarned and leaded at the
joints as usual, and the sluice valves were situated at the outer end of the
pipes. As the failure of this embankment was, as we all know, productive of
such terrible consequences, it may be of interest to enter a little more fully
into the details of its construction. It was situated at Bradfield, six or seven
miles from Sheffield, and at several hundred feet higher level. Its
construction was commenced in 1858, the puddle trench was probably taken
down to a depth of 40 ft. to 50 ft., a considerable amount of water being
encountered. This trench was 15 ft. to 20 ft. broad at the top, and of course
had to be crossed by the before mentioned line of pipes; and although the
trench was filled with puddle, and the gullet cut in the rock already
mentioned for carrying the pipes under the site of the dam was "padded"
with a layer of 12 in. of puddle, we can imagine that the effect of the weight
of the puddle wall and bank upon this line of pipes would be very different
at the point where they crossed the puddle trench to what it would be where
they were laid in the rock gullet and partially protected from pressure by the
sides of the latter. At the trench crossing there would be a bed of puddle 50
ft. in thickness beneath the pipe, in the gullet a bed of 1 ft. in thickness. So
much as regards the laying of the pipes.

The embankment had scarcely been completed when, on March 11, 1864, a
storm of rain came on and nearly filled it up to the by-wash, when the bank
began slowly to subside. The engineer was on the crest at the very time, and
remained until the water was running over his boots; he then rushed down
the other slope and was snatched out of the way as the bank burst, and the
whole body of water, about 250,000,000 gallons, rushed out through the
trench, carrying with it in the course of about twenty minutes 92,000 cubic
yards, or say one fourth of the total mass of earthwork, causing the death of
250 human beings, not to mention cattle, and destruction of factories,
dwellings, and bridges, denuding the rock of its surface soil, and, as it were,

obliterating all the landmarks in its course. The greatest depth of the bank
from ground level to crest was 95 ft., the top width 12 ft., and the slopes,
both on the up stream and down stream sides, 2½ to 1, and the area of the
reservoir 78 acres.

Mr.—now Sir Robert—Rawlinson, together with Mr. Beadmore, were called
in to make a report, to lay before Parliament, upon this disaster; and having
made a careful examination of the ruins, and taken evidence, they were of
opinion that the mode of laying the pipes, and in such an unprotected way,
was faulty, and that subsidence of the pipes probably occurred at the
crossing of the puddle trench. A fissure in the puddle was created, affording
a creep for the water, which, once set up, would rapidly increase the breach
by scour; and this event was favored by the manner in which the bank had
been constructed and the unsuitability of the material used, which, in the
words of one engineer, had more the appearance of a quarry tip than of a
bank intended to store water. This opinion of the cause of failure was,
however, not adopted universally by engineers, the line of pipes when
examined being found to be, although disjointed, fairly in line; and there
having occurred a land slip in the immediate neighborhood, it was suggested
that the rupture might be caused by a slip also having taken place here,
especially as the substratum was of flagstone rock tilted at a considerable
angle. The formation was millstone grit. This catastrophe induced an
examination to be made of other storage reservoir dams in the same district,
and a report on the subject was presented to Parliament by Sir Robert
Rawlinson.

TYPICAL MASONRY AND EARTHWORK DAMS OF THE WORLD.

The dam of Stubden reservoir, of the Bradford water supply, also on the
millstone grit, was constructed about 1859, and caused considerable anxiety
for a length of time, as leakage occurred in the culvert carrying the pipes,
under the embankment at a point a short distance on the down stream side of
the puddle trench. This was repaired to some extent by lining with cast iron
plates; and an entirely independent outlet was made by driving a curved
tunnel into the hill side clear of the ends of the dam and lining it with cast
iron plates. In this tunnel was then laid the main of 2 ft. diameter, and as the
original culvert again became leaky, the water had to be lowered, the old
masonry pulled out, and the space filled in with puddle.

The Leeming compensation reservoir of the same water supply, with a dam
of 50 ft. in height, and culvert outlet, had to be treated somewhat in the same
manner, as, although the reservoir had never been filled with water, in 1875,
when it was examined previous to filling, it was found that the culvert was
cracked in all directions; and it was deemed best to fill it up with Portland
cement concrete, and drive a tunnel outlet through the hill side, as described

in the case of the Stubden reservoir. The Leeshaw dam, which was being
constructed at that time upon the same lines, viz., with culvert outlet under
the dam, was, at the advice of Sir Robert Rawlinson, altered to a side tunnel
outlet clear of the dam.

Some years previous to the failure of the Dale Dyke reservoir there occurred,
in 1852, a failure of a similar character—though, as far as the author is
aware, unattended by such disastrous results—at the Bilberry reservoir at
Holmfirth, near Huddersfield, which had never been filled previous to the
day of its failure, and arose from the dam having sunk, and being allowed to
remain at a level actually below that of the by-wash; so that when the storm
occurred, the dam was topped and destroyed. An after examination proved
that the bank was badly constructed and the foundation imperfect.

Besides the above instances, there have been numerous failures within recent
times of earthwork dams in Spain, the United States, Algeria, and elsewhere,
such as that which occurred at Estrecho de Rientes, near Lorca, in Murcia,
where a dam 150 ft. high, the construction of which for irrigation purposes
was commenced in 1755 and completed in 1789, was filled for the first time
in February, 1802, and two months later gave way, destroying part of the
town of Lorca and devastating a large tract of the most fertile country, and
causing the death of 600 people. The immediate cause of failure in this case
the author has been unable to ascertain. In Algeria the Sig and Tlelat dams
were destroyed in 1865; and in the United States of America, at
Williamsburg, Hampshire Co., Massachusetts, in 1874, an earthwork dam
gave way, by which 159 lives were lost and much damage done to property.
In another case, viz., that of the Worcester dam, in the United States of
America—impounding a volume of 663,330,000 gallons, and 41 ft. high, 50
ft. broad at the crest, and formed with a center wall of masonry, with
earthwork on each side—which gave way in 1875, four years after its
completion; here, as in almost all other instances of failure, the leakage
commenced at a point where the pipes traverse the dam. In this case they
were carried in a masonry culvert, and the leak started at about 20 ft. on the
up stream side of the central wall. The opinion of Mr. McAlpine as to the
cause of failure, which agrees with that of the most eminent of our own
water engineers, was to the effect that "earthen dams rarely fail from any
fault in the artificial earthwork, and seldom from any defect in the natural

soil. The latter may leak, but not so as to endanger the dam. In nine tenths of
the cases, the dam is breached along the line of the water outlet passages."

The method of forming the discharge outlet by the construction of a masonry
culvert in the open has no doubt many advantages over that of tunnel driving
through the hill side clear of the dam, permitting as it does of an easy
inspection and control of the work as it proceeds; but a slight leakage in the
instance of a side tunnel probably means nothing more than the waste of so
much water, whereas in the case of the culvert traversing the site of the bank,
the same amount or less imperils the stability of the bank, and in ninety-nine
cases out of a hundred would, if not attended to, sooner or later be the cause
of its destruction. I think the majority will therefore agree that the method of
discharge outlets under the site of embankments should not be tolerated
where it is possible to make an outlet in the flank of the hill, to one side, and
altogether clear of the dam.

At Fig. 9 is a diagram of the Roundwood dam of the Vartry Water Works,
supplying Dublin, which is a fair specimen of the class of earthwork dam
with the outlet pipes carried in a culvert under the embankment, and which,
perhaps, is one of the most favorable specimens of this method of
construction, as the inlet valves are on the up stream of the dam, and
consequently when necessary the water can be cut off from the length of
pipes traversing the dam. A short description will be given. This dam is 66 ft.
high at the deepest point and 28 ft. wide at the crest, having to carry a public
road. The slope on the inner face is 3 to 1, and on the outer 2½ to 1. The by-
wash is 6 ft. below the crest, which is about the average difference. The
storage capacity of the reservoir is 2,400,000,000 gallons, or sufficient for
200 days' supply to the city. The puddle wall is 6 ft. wide at the top and 18 ft.
at ground level, the bottom of the puddle trench about 40 ft. below the
surface of the ground. The culvert was formed by cutting a gullet 14 ft. wide
with nearly vertical sides through the rock, and covering it with a
semicircular arch 4 ft. in thickness. Through this tunnel are laid a 33 in. and
48 in. main; the former for the water supply, and the latter for scouring or for
emptying the reservoir on an emergency. There is a plugging of brickwork in
cement under the center of the dam in the line of the puddle wall, and then
stop walls built at the end of the plugging, projecting 25 ft. beyond the sides
of the culvert and 8 ft. above, the space between them being filled up with
cement concrete tied into the rock, and on this the puddle wall rests. This

bank, like almost all others pierced by outlet pipes or culverts, was not
destined to be perfect. In 1867, four years after the completion, spurts of
water showed themselves in the culvert in front of the puddle wall, which
began to settle, and the water had to be drawn off to admit of repairs.
Diagram No. 10 shows a structure of a different character to any of these
already described. This character of work is adopted on the North Poudre
Irrigation Canal, in N.E. Colorado. Timber is there plentiful, and a dam of
this character can be rapidly constructed, although probably not very
durable, owing to liability to decay of timber. That represented is about 25 ft.
high.

The author has now concluded the consideration of earthwork dams, and
proposes making a few remarks upon those of masonry or concrete, with
reference to some of the most important, as shown on the diagrams. Their
stability, unlike those of earthwork, may be considerably increased where the
contour and nature of the ground is favorable by being curved in plan,
convex toward the water, and with a suitable radius. They are especially
suitable for blocking narrow rocky valleys, and as such situations must, from
the character of the ground, be liable to sudden and high floods, great care is
necessary to make sufficient provision for overflow.

When of masonry, the stones should be bonded, not merely as they would be
in an ordinary vertical wall, where the direction of the stress is
perpendicular, but each course should be knit in with that above and below it
in a somewhat similar manner to what is termed "random" work. And lastly,
if hydraulic mortar be used, a sufficient time should elapse after construction
before being subjected to strain, or in other words, before water is allowed to
rise in the reservoir. For this latter reason, and also the liability to damage by
sudden floods during the progress of the works, dams of Portland cement
concrete, on account of their quick consolidation, possess advantages over
those of hydraulic masonry apart from the necessity in the latter instance of
constant supervision to prevent "scamping" by leaving chinks and spaces
vacant, especially where large masses of stone or Cyclopean rubble are used.

Again, should the dam be drowned by flood during its erection, no harm
would accrue were it composed of Portland cement concrete, whereas should
it be of hydraulic mortar masonry, the wall would probably be destroyed or,
at all events, considerably injured by the mortar being washed out of the

joints. Portland cement, however, is only suitable for situations where the
foundation is absolutely firm, as, should there be the slightest settlement,
fissures would certainly be produced.

As regards foundations, the dam of the Puentes reservoir in Spain is
somewhat remarkable—see Fig. 12. Its height is 164 ft., and the profile or
cross section is of precisely the same character as that of the Alicante dam,
the latter being 135 ft. in height, 65 ft. wide at the crest, and 65 ft. at the
base, and erected about 300 years ago. At the Puentes dam the flanks of the
valley were reliable, but, as must be frequently the case in such situations,
the bed of the valley was composed to a great depth of gravel, debris, and
shaky strata. The difficulty was overcome by throwing an arch, or arches,
across the valley, the abutments being formed by the solid rock on each side,
and building the dam upon this arching and filling in below the latter down
to a sufficient depth with walling.

Bearing in mind the sudden and great floods to which dams constructed in
such situations must be subjected, and, if the valley be very narrow, the
probability that sufficient space at the side for a by-wash will be difficult to
obtain, it would seem reasonable that in the calculation for their section
allowance should be made for the possible condition of the whole length of
the dam being converted into a weir, over which the waters may flow
without risk of injury to the dam, to a depth of, say, at least twice that ever
probable.

The topping of dams by floods is not uncommon, and if the extra strain thus
induced has not been allowed for, their destruction is nearly certain, as
instanced in more than one case in Algeria, where, although the average
rainfall is only 15 in. yearly, a depth of 6¼ in., or more than one-third of the
annual total, has been known to fall in twenty-four hours.

The Habra dam—see Fig. No. 13—completed in 1871, was destroyed by a
sudden flood of this kind in December, 1881. This reservoir, with a storage
capacity of 6,600,000,000 gallons, was intended for the irrigation of a
cultivated bordering on the Mediterranean and the storage of floods. The
height of the dam was 116.7 ft. and was provided with a by-wash of 394 ft.
in length, and outlets for irrigation formed by four cast iron pipes of 31½ in.

diameter through the dam. It was composed of rubble set in hydraulic
mortar, the latter composed of two parts of sand to one of hydraulic lime.

For getting rid of the large deposits of sand to which all reservoirs in that
country are liable, two scouring outlets were provided of the same
description as those in the old Moorish dams. The profile was calculated
from Delocre's formula, and was correct in this respect, supposing the by-
wash to have been sufficient. But as it was otherwise, and the flood swept
over the crest to the depth of about 3 ft., the enormous extra strain thus
induced overthrew the dam and caused the destruction of several villages
and the death of 209 persons. It must be mentioned that when the reservoir
was filling, the water percolated through the masonry, giving the face wall
the appearance of a huge filter, which at the time was attributed to the porous
nature of the sandstone used in construction, but which more probably was
due to the washing of the green mortar out of the joints.

At the Hamiz dam, also in Algeria, the water was admitted in 1884, but it
showed immediately signs of weakness, so that the water had to be run out
and an immense retaining wall erected to strengthen the main dam. Algeria
seems to have been singularly unfortunate as regards the success of works of
this description. Water was admitted to the Cheurfas reservoir in January,
1885, and it at once began to make its way through permeable ground at one
end of the dam. The flushing sluice in the deepest part of the dam had
become jammed, so that the pressure could not be relieved, and in February
30 ft. length of the dam was carried away, causing a flood in the river below.
At some distance down stream was the Sig reservoir. The flood rushing
down, topped this dam by 18 ft. and overthrew it also.

Allusion has been made to provision for scouring out sand and deposit,
especially in the dams of Algeria and of Spain. The amount of sand, etc.,
brought down by the floods is something enormous, and the question of the
best means of getting rid of it has occupied much attention. In the old
Moorish reservoirs the flushing gallery, piercing the lower part of the dam,
was closed by iron doors on the down stream face and blocked with timber
at the upper end. When required to be flushed out, laborers passed through
the gallery and broke down the timber barrier, the silt forming a wall
sufficiently thick to resist the pressure of the water for the time being, and

allow of the retreat of the Forlorn Hope—if the latter had luck—before
giving way.

One method adopted in Algeria, which has the advantage of permitting the
sediment to be utilized together with the irrigation, this sediment being very
fertilizing, is to pump air down through hose extending to the bottom of the
reservoir, the pumps being actuated by steam power or turbine, and the
sediment thus stirred up and run off with the water through the irrigation
pipes. As an example of one of the early types of masonry dams in France,
reference may be made to Fig. 13, on which is shown an elevation and cross
section of the Lampy dam, forming a large reservoir for feeding the
Languedoc canal.

I will now refer to some of the most notable masonry dams in existence,
commencing with France, where perhaps the finest is that known as the
Furens, in connection with the St. Etienne Water Works, constructed between
the years 1859-66, and designed by the engineers Graiff and Grandchamps.
It is curved in plan, struck with a radius of 828 ft. from a center on the down
stream side, and founded upon compact granite, the footings being carried
down to a depth of 3 ft. 3 in. below the surface of the rock. It is of rubble
masonry, in hydraulic mortar, carried up in courses of 5 ft. in depth.

The height is 170 ft. on the up stream side and 184 ft. high on the lower side,
with a breadth of 9 ft. 8 in. at the crest and 110 ft. at the base, and the cross
section is so designed that the pressure is nearly constant in all parts, and
nowhere exceeds 93 lb. to the square inch—13,392 lb. to the square foot.
The contents is equal to 52,000 cubic yards of masonry, and the cost of
erection was £36,080. The capacity of the reservoir is equal to 352,000,000
gallons.

The reservoir discharges into two tunnels (see Fig. 11), driven one above the
other through a hill into an adjacent valley. The lower tunnel contains three
cast iron pipes, with a masonry stopping of 36 ft. long. Two of these pipes
are 16 in. diameter, with regulating valves, and discharge into a well, from
whence the water can be directed for the town supply or into the river. The
third pipe, of 8½ in. diameter, is always open, and serves to remove any
deposit in the reservoir, and to furnish a constant supply for the use of
manufacturers.

The author drew attention to the difference in the section of the Furens dam,
Fig. 11, as compared with that of Alicante, and of Puentes, which is similar
to the latter. These two last illustrate the ancient Moorish type, and the
former that of the present day. The Gileppe dam at Verviers, in Belgium, Fig.
14, although quite recently erected, viz., between the years 1869 and 1875,
differs very much from the Furens type, in so far as it is of very much larger
sectional area in proportion to its height, but this is accounted for by the
desire of the engineer, M. Bodson, to overcome the opposition to its
construction, and meet the objections and combat the fears of those whose
interests—and those serious ones, no doubt—would be affected in the event
of its rupture, the body of water stored being 2,701,687,000 gallons, or about
eight times as much as the capacity of the Furens reservoir.

In addition to this, there was another reason, which was quite sufficient in
itself to account for the extra substantiality of the dam. This reservoir is for
supplying water to the cloth factories of Verviers, on the Belgian-German
frontier. It is curved in plan to a radius of 1,640 ft., with a length of 771 ft.,
and the additional strength of the structure due to so flat a curve is probably
slight.

It is built of rubble masonry, with ashlar facework, laid in hydraulic mortar.
The total amount of masonry is 325,000 cubic yards. There are two weirs, at
a level of 6 ft. below the crest, each 82 ft. wide. The total height, including
the foundations, which are carried down from 3 ft. to 5 ft. into the rock, is
154 ft., and the breadth of the crest, which carries a road, is 49 ft. 3 in., and
at the base 216 ft. The outlet pipes are carried through tunnels, which are
driven on the curve into the hill side a considerable distance clear of each
end of the dam.

Another very important structure is the Villar dam, Fig. 15, in connection
with the water supply of Madrid, and situated on the river Lozoya. The
storage capacity of this reservoir is very considerable, viz., 4,400,000,000, or
nearly thirteen times as great as that of Furens. The height of the dam is 162
ft., with a breadth of 14 ft. 9 in. at the crest. It is built on the curve to a radius
of 440 ft., and the length of the dam measured along the crest is 546 ft., of
which 197 ft. is by-wash, thus describing nearly one-fifth of a circle, and
consequently well designed to resist pressure. The dam is built of rubble
masonry in hydraulic mortar, and cost £80,556.

The Stony Creek lower reservoir dam of the Geelong water supply, Fig. 16,
colony of Victoria, is interesting as being constructed of concrete, in the
proportion of 1 to 8½. Its erection occupied eighteen months, and cost about
£18,000. It is curved in plan to a radius of 300 ft., and the greatest depth or
head of water is 52 ft. 4 in. The width at the crest is only 2 ft. 8 in., although
surmounted by a heavy coping of bluestone 3 ft. 3 in. broad and 1 ft. 9 in.
deep. There being no facility for making a by-wash at the side, the center of
the dam is dished to form a weir 30 ft. long. There are both outlet and scour
pipes, and valves of 2 ft. diameter, and the capacity of the reservoir is
143,145,834 gallons.

The Paramatta dam, in New South Wales, built of masonry in hydraulic
mortar, is another instance of a dam built on the curve, and which has
resisted a flood of water 4 ft. in depth over the crest; and in the case of a dam
of about 40 ft. high across the river Wyre, in connection with the Lancaster
Water Works, made of cement concrete in proportion of 4 to 1, there has,
according to Mr. Mansergh, frequently been a depth of 5 ft. of flow over it.
This dam is built to a radius of 80 ft. only, and as it measures 100 ft. along
the crest, must include about the fifth of a circle.

There now remain only two other examples of masonry dams, the first being
that in connection with the Liverpool water supply, and known as the
Vyrnwy dam, Fig. 17, this being thrown across a stream of that name in
North Wales. It is now under construction, and when completed will
impound an area of 1,115 acres.

The dam will be 1,255 ft. long, and formed of Cyclopean rubble set in
cement mortar, and the interstices or spaces between the large masses of
stone, which are rough hewn and not squared, are filled with cement
concrete. The proportion of the cement mortar is 2½ to 1. These masses of
stone weigh from two to eight tons each, and it is expected that the wall will
be of a most solid description, as great care is being taken to fill up all
spaces. The face next to the water is cemented. The area of the cross section
shown on the diagram, which is at one of the deepest points, is 8,972 square
feet, and the height from foundation to flood level is 129 ft., the breadth at
the base being 117 ft. 9 in.

The existing dam of the New York water supply, Fig. 18, known as the
Croton reservoir, is shown on the diagram. Its capacity is 364,000,000
gallons and the area 279 acres. The height is 78 ft. and width at crest 8 ft. 6
in., and is built of masonry in hydraulic mortar. The face walls are of stone
laid in courses of 14 in. to 26 in., and are vertical on the up stream side, and
with a batter of 1 in 2½ on the down. The hearting is of concrete for a depth
of 45 ft. from the top, and the remaining depth is in Cyclopean rubble.

At Fig. 19 is shown the section of the Quaker Bridge dam, which when
completed will be the largest structure of the kind in existence. It is situated
on the Croton River, which is a tributary of the Hudson, about four miles
below the present Croton dam. The length will be 1,300 ft. and the height
170 ft. above the river bed, or 277 ft. above the foundation. The water by-
wash is 7 ft. below the crest, and the dam is 26 ft. broad at the crest and 216
ft. at the base. The capacity of the reservoir will be 32,000,000,000 gallons,
or nearly a hundred times as great as that of Furens. The geological
formation at the site is sienitic gneiss. The cost of the dam is estimated at
£500,000.

TYPICAL MASONRY AND EARTHWORK DAMS OF THE WORLD.

The accompanying table gives the pressures to which various dams are
subjected, and it may be noted with regard to the weight of water, generally
assumed as 62.4 lb. per cubic foot, that it will, in some districts, in time of
flood, carry so much matter in suspension as to be increased to as much as
75 lb. weight, or an addition of 20 per cent., which, it may be easily
imagined, will affect the conditions of stability very seriously.

TABLE OF MAXIMUM PRESSURES.
Lb. per sq. in.
Gileppe (Verviers). 88
Furens (St. Etienne). 93
Puentes. 112
De Ban. 113
St. Chamond. 114
Alicante. 154
Hamiz (Algeria)—failed. 157
Habra (Algeria)—failed. 185

A diagram comparing the section derived from Molesworth's formula and
those of Furens, Gileppe, Vyrnwy, and Quaker Bridge, is given at Fig. 20,
the limit of pressure assumed for the masonry being 93 lb. per square inch,
which is that of the Furens, the Gileppe being 88.

NEW DREDGING MACHINERY.
We illustrate the new dredger Ajax, recently built for Mr. Geo. F. Smith, of
Stockton, Cal.

The dredger has now been working for two weeks at Wakefield, and, we are
informed, is giving entire satisfaction; having been repeatedly timed to be
discharging clay at the rate of 220 cubic yards per hour.

THE NEW DREDGER AJAX.

The Ajax is almost a duplicate of the last dredger designed by Mr. Ferris for
levee building on Roberts Island, with such modifications and improvements
as have suggested themselves in the two years it has been working.

The hull, oval in plan, is 36 ft. 10 in. by 60 ft. over all; it has four solid fore
and aft bulkheads, and a well hole 5 × 12 ft. at one end for the bucket ladder.

The main engine is 10 × 24, operating, by bevel gearing and a 3½ in. vertical
shaft, a 4 sided upper tumbler with 21 in. sides. This engine works also a
gypsy shaft for swinging, and the conveyer that carries the mud ashore. A

steam hoist with 6 × 11 engines raises and lowers the bucket ladder. The
buckets, at 4 foot centers, have a struck capacity of 5 cubic feet, and are
speeded to deliver from 18 to 20 a minute, according to the character of the
material being handled. They are of boiler iron, with a 5 in. steel nosing. The
links are of wrought iron, with cast bushings. The lower tumbler is
hexagonal, on a 4 in. shaft.

The conveyer, projecting 72 ft. from the center of the boat, consists of a 5
ply rubber belt 36 in. wide; running over iron drums at each end and
intermediate iron friction rollers at 3 foot centers. Ratchet and pinion on
each side of conveyer ladder give means for taking up the slack of the belt
and adjusting the drums to maintain them parallel.

This conveyer is the important feature of the dredge. It is entirely
satisfactory in its working and delivers its material, as nearly as may be, in a
dry state upon the levee. It was feared the rubber belt would be shortlived,
but a 4 ply belt ran continuously for over two years on the Roberts Island
dredge before it needed replacing.

The boiler is of the marine type, 52 in. by 10 ft. 6 in., with 3 in. tubes and 14
in. flues; and burns about 1,400 lb. of steam coal in a day of 12 hours. There
are three pumps aboard—a hand force pump for washing boiler, a plunger
pump for boiler feed, and an Evans steam pump to throw a jet of water into
the delivery hopper when digging in any very tenacious material. All three
are connected with the boiler.

Water tanks below deck serve to trim the boat and furnish a supply for the
boiler. The dredger cuts by swinging on a center spud 16 in. in diameter, and
moves forward from 8 to 10 ft. at each fleet.

The Roberts Island dredger, of which the Ajax is an improved copy, handles
steadily 700 yards per day of 12 hours, in the stiffest and most tenacious clay
in which it has been worked; and ranges from that average to 1,500 yards per
day in soft, peaty mud.

The Ajax was built by Farrington, Hyatt & Co., of the Stockton Iron Works.

This type of dredger can be built for about $12,500, and we are informed can
be relied on for a monthly average of 26,000 yards in any material met with
in the overflowed lands near Stockton, delivered 50 ft. ashore, at a height of
10 or 12 ft. above the ground line.—Min. and Sci. Press.

[1]
Paper, with slight abbreviation, read by Mr. David Gravell, Assoc.
M. Inst. C.E., before the Society of Civil and Mechanical
Engineers. The paper brings together in a convenient form the
sections and salient facts concerning many dams. It was illustrated
by numerous diagrams, from which our engravings have been
prepared.—The Engineer. Engineering.

THE FLEXIBLE GIRDER TRAMWAY.
This is an ingenious proposition for utilizing a modification of the wire
tramway system for overcoming obstacles (while retaining the ordinary wire
tramway or any light railway on other parts of the line), made by Mr. Charles
Ball, of London.

The flexible girder tramway is an improved system of constructing a
modification of the well known and extensively used rope or wire tramway,
and it is claimed that it will revolutionize the transport of the products of
industrial operations from the place of production to the works or
manufactory, railway station, shipping ports, or place of consumption; and
that in the result the introduction of the flexible girder tramway will in many
cases enable profits to be earned in businesses which have hitherto been
unremunerative. It is declared to be at once simple, cheap, durable, and
efficient. The improvement consists in the employment, in addition to the
usual tram wire (a hempen rope, a wire rope, or a metallic or other rod),
along which the load is transported, of a second or suspension wire or rope
to which the tram wire is connected by tension rods or their equivalent at
intervals between the rigid supports or piers, the object being to diminish or
distribute the sagging or deflection of the tram wire, and thus lessen the
steepness of the gradients over which the load has to be transported. The
combined tram wire, tension rods, suspension wire, and accessories are, for
convenience, designated a "flexible girder."

Another improvement consists in using, when a double line is employed,
stretchers or crossheads to keep the flexible girders nearly parallel to each
other, so that when necessary the load to be transported may be suspended
from or borne by both tram wires jointly or simultaneously, thus permitting a
load of greater weight than that for which each single tram wire is intended
to be carried over the system. One indisputable claim for confidence in the
flexible girder principle is said to be that, although the peculiar combination
of parts constitutes a striking and valuable novelty, it contains nothing that
has not been proved by the experience of years—nay, generations—to be
useful, economic, and reliable. The usual practice followed in erecting

suspension bridges is applicable in mounting the line, and the carriers,
supports, and carriages may be of any of the usual forms. For the rapid
removal of limited loads wire tramways are in universal favor, and are
recognized not only as very economic and quickly constructed, but also as
being in many cases the only means of transport available except by the
adoption of elaborate and costly engineering works.

It has, it seems, been suggested by some who have examined the
construction of the flexible girder tramway for mineral and produce traffic
that it would be an additional advantage if arrangements were made for the
carriage of small loads—half a dozen or so—of passengers, the primary
intention being to carry the workpeople backward and forward between
comparatively inaccessible mines, works, or plantations and a neighboring
village or town. Compared with every other system where the line over
which the load travels is elevated, the flexible girder tramway is claimed to
possess many advantages—the center of gravity is kept well down, the
liability of the wheels leaving the line is reduced to the minimum, the
gradients are the easiest that can be obtained, there is an entire absence of
jolting and extremely little vibration, and the motion is altogether smooth
and regular; yet it is very questionable whether, when human life is at stake,
any but an ordinary ground line should be relied upon. A living freight is far
more liable than a dead freight to move during the journey; and as the safety
of all overhead lines depends upon what is scientifically designated
"unstable equilibrium," the flexible girder tramway is not recommendable
for passenger lines, although it can, of course, be fitted for passenger traffic,
a suitable vehicle and ten or a dozen good stout workmen coming well
within a two-ton load, which can be readily carried.

BALL'S FLEXIBLE WIRE TRAMWAY.

Rope traction or animal traction—practically speaking—is alone available
for wire tramways (that is to say, if the trains are each to be propelled by its
own locomotive—whether steam, springs, or electricity—the cost of
construction and maintenance becomes so serious that overhead lines,
however well designed, are no longer economic); and experience gained
with rope traction in numerous collieries in the North of England and
Lancashire districts—where it is highly appreciated—has shown that, all
circumstances considered, the endless rope is preferable. The chief objection
urged against wire tramways as hitherto constructed has been that the "sag"
of the rope has sometimes caused annoyance to those using the property
passed over, and has always added much to the cost of traction, owing to the
increased power required for moving the load; this has also resulted in vastly
increased wear and tear and the rapid deterioration and destruction of the
wire rope. The flexible girder system so reduces the "sag" that the maximum
economy and durability are obtained, and the gradients over which the load
has to travel can be made as easy and regular as those upon an ordinary
railway. This advantage will be the more readily appreciated when it is
considered that with a given load on a gradient of 1 in 30 the resistance due

to gravity alone is 200 per cent. greater than on a gradient of 1 in 150, and
that the retardation and wear and tear due to friction, greater curves, and
imperfections increase still more rapidly with increase of gradient, soon
rendering the old sagging wire line practically worthless.

To construct an entire line of flexible girders would be not only unnecessary,
but so costly as to neutralize any advantage which it may possess, yet for
surmounting occasional obstacles the claim made for it—that it will
sometimes permit of a line otherwise impracticable being cheaply made—
seems justified. One can readily imagine a light narrow gauge line costing
£1,000 per mile being laid, for example, between a mine and the shipping
place, and that a swamp, river, or valley would cost more to bridge over than
the whole line besides. If at this obstacle the trucks or carriages could be
lifted bodily, passed along the flexible girder, and again placed on the line
the other side of the obstacle, the advantage to be derived is obvious; and as
the flexible girder is really little more than a suspension bridge minus the
platform, and having but two suspension wires, the cost and the difficulties
should both be very small.—Industrial Review.

BOZERIAN'S REFRIGERANT PUNKAS.
Punkas (also called pankasor tankas) are apparatus that serve for fanning
rooms throughout the entire extent of English India. These devices consist of
a light wooden frame covered with canvas, from the bottom of which
depends a fringe. These frames are suspended from the ceiling in such a way
as to occupy nearly the entire width and length of the room. To the base of
the frame is attached a cord which passes over a wheel, and which is pulled
by a Hindoo domestic. After the frame has been lifted, a weight fastened to
the lower part causes it to fall back again. The result of the continuous
motion of this colossal fan is a coolness that is highly appreciated in a
country where the temperature is at times incredibly high, and where,
without the factitious breeze created by the punka, living would not be
endurable. This breeze prevents perspiration, or evaporates the same as soon
as it is formed. Sometimes it sinks to a light zephyr; then, if you are reading
or writing, you may continue your work, but in a distracted way, with a
moist brow, and with a feeling of annoyance that soon makes you leave book
or pen.

FIG. 1.—TENT OR TABLE FAN OR PUNKA.

Looking around you, you find the punka immovable. The bahi still holds the
cord that pulls it, but it is because he has tied it to his hand. He has gently
slid to the floor in a squatting posture. He is asleep and you are burning. A
vigorous exclamation brings him to his feet all standing, and he begins to
pull the punka with all his might, and you have a feeling of ease and
coolness. It is like the passage from an attack of fever to a state of comfort in
an intermittent disease. So the punka is seen everywhere—in the temple and
court room and other public places, as well as in private dwellings. It is one
of the first things to astonish the European upon his arrival in India, and it is
not long before he has to bless the happy invention.

Although, in a country where the temperature generally reaches, and even
often exceeds, 40° C., it is absolutely necessary to obtain by every means
possible a factitious coolness without which the Indies would not be
habitable for Europeans; and although there is no hesitancy in putting up
these punkas everywhere to be maneuvered by bahis, the elevation of the
temperature is not such in France that we are obliged to have recourse to

such processes. But, without being forced thereto by nature, it is none the
less true that we are often the more incommoded by heat in that we are not
accustomed to it, and that in southern France, at certain hours of the day,
such heat becomes absolutely unbearable. We can, it is true, obtain a little air
by moving a fan, but, aside from the fact that this exercise soon becomes
tiresome, it prevents the use of the hand that is fanning.

FIG 2.—AN APARTMENT FAN.

The new apparatus which have just been devised by Mr. G. Bozerian permit
of one's fanning himself all day long if he wants to, without any fatigue, and
while he is eating, reading, writing, etc.

In one of these apparatus, designed to be used in the open air (Fig. 1), we
find a table, a tent, and a fan combined; but as each part is independent, we
can have the table and fan without tent, or the fan and pedals alone without
table or tent. Under the tent there is arranged a frame which pivots freely in
apertures formed in the uprights that support both the tent and table. This
frame is connected, through two levers, with the pedals upon which one's

feet rest. The motion of the pedals is an alternating one like those of sewing
machines; but while in the case of the latter a pressure has to be exerted that
soon becomes very tiresome, the motion in Mr. Bozerian's apparatus is so
easy that it is only necessary to raise the toes of each foot in succession in
order to produce a swing of the fan through the weight alone of the foot that
is pressing. The frame, which when at rest hangs perpendicularly, describes
about a quarter of a circle when the extremity of the foot is raised about an
inch. In consequence of the absence of passive resistances, motion occurs
without any stress, and almost mechanically, giving air not only to him who
is actuating the fan, but also to his vis-a-vis.

Fig. 2 represents an apartment apparatus designed to be placed in front of a
table or desk, in order that one can fan himself while eating or writing. Being
mounted upon casters, it can be readily moved about from one place to
another. At the extremity of a wooden support, whose height may be varied
at will, there is arranged a flexible fan whose handle is fixed near a pulley. A
small piece of lead forms the counterpoise of the fan, which is thus
completely balanced. Over the pulley runs a cord, each end of which is
attached to a pedal. It will be seen that the alternate motion of these pedals
must cause a rotation of the pulley in one direction or the other, and that
consequently the fan will rise or fall more or less rapidly, and give a quantity
of air that varies according to the rapidity with which the toes are moved.—
La Nature.

PUNKAS.[1]
By J. WALLACE, C.E.

The function of a punka is to cause a current of air to pass the human body
so that the animal heat may escape more rapidly. This has nothing to do with
ventilation; for if the punka were used in a closed room, it would still
produce a cooling effect on the skin.

Let us for a moment examine into what takes place in this operation, for a
clear idea of the cause of our sensations of heat is absolutely necessary to
enable us to go directly to the simplest and best form of remedy. The heat we
feel, and which sometimes renders us uncomfortable, is produced within us
by the slow combustion of the food we eat.

This heat continues to escape from the whole surface of the body during the
whole lifetime, and if anything occurs to arrest it to any great extent, the
result is fatal.

In cold weather, and especially when there is much wind, the animal heat
escapes very rapidly from the body, and extra clothing is used, not for any
heat it imparts, but simply because it interrupts the escape of the heat, and
thus maintains the temperature of the skin—that part of us which is most
sensible of change of temperature. It is a wonderful fact that the heat of the
interior of the body varies very little in a healthy man between India and
Greenland.

The skin may bear a good many degrees of change of temperature with
impunity, but the blood will only suffer a very small variation from the
normal temperature of 98-4/10° Fahrenheit without serious consequences.

Well, to keep the skin at an agreeable temperature in India we generally wear
a minimum of clothing, and when there is no breeze, we try to produce one
with the punka.

The escape of animal heat from the body forms a subject which is much
more complicated, and much more important, than the one we have met to
consider, but it is impossible within the limits of our time to refer to it,
except in the measure that is strictly necessary to elucidate the principles that
should control the construction of the punka.

It has often been said that every engineer on his arrival in India sets about
improving this useful apparatus; but if we may judge from the endless
variety of forms which may be seen in shops and offices, in public and in
private buildings, no general principle of construction has been recognized,
and the punka, as we see it, seems to depend, for its form, more upon the
taste of the workman who makes it than on anything else.

We shall begin by directing our attention to the suspended punka, which is
usually hung from the ceiling, and put in movement by a cord. The object of
this class of punka is to produce a downward current of air by swinging to
and fro, and the best punka is the one which throws downward the greatest
quantity of air with the smallest applied force.

The swinging punka is one of the simplest forms of mechanism; it can be
fitted up with the most primitive materials, and however badly made, it will
always have some effect. This fact has its good and its bad aspects; it brings
a certain comfort within the reach of all, but it removes a great part of that
necessity which, as we all know, is the mother of invention.

There are some very important natural laws which are illustrated in the
punka. The first is that which governs the movement of the pendulum. The
number of swings it makes per minute depends on the length of the
suspending cords; a pendulum three feet long will swing 62½ times per
minute, and a pendulum six feet long will swing 44¼ times per minute.
Whether the swings are long ones or short ones, the number per minute is
still the same. You cannot, therefore, alter the natural rate of movement of a
punka unless you pull it at both sides.

The next law is that which determines that the angles of incidence and of
reflection are equal. This in simple language means that it is useless to
expect a good downward current of air from a slow moving and heavy
punka, with long suspending cords which keep it nearly always in a vertical

position to its plane of movement. Striking the air squarely as it does in its
forward and backward movement, it throws almost as much air upward as
downward, and of course all the air that is propelled in any other than a
downward direction represents just so much power wasted.

One more law, and then we may proceed to demonstration.

As the air weighs 0.072 lb. per cubic foot at 82° Fahrenheit, and as a
considerable quantity of air is put in motion, the power required to drive a
punka depends upon the quantity of air it puts in motion in a given time.

The useful effect is a separate matter; it depends on the amount of air thrown
in a downward direction.

To summarize; all punkas of the same size or surface, and going at the same
speed, require the same amount of pulling. The best one is that which will
throw down more air than any other of the same size.

To obtain the greatest result from the power expended in driving it, the
punka should be placed as near as possible to the person to be cooled, as the
loss of effect, due to distance, increases not in direct ratio, but in proportion
to the square of the distance between punka and person. If at two feet of
distance he receives one eighth of the total effect, he will at four feet of
distance obtain only one thirty-second part.

In practice, the punka should just clear his head when standing, and the
weighting of the curtain should be of some yielding material, so as not to
damage any person who might stand in its course.

We shall now proceed to examine several forms of punka, all made to the
same size, and, for purposes of comparison, we shall drive them all at the
same speed. And in order that their effects may be visible to you, I have
prepared an indicator which resembles more than anything else the keyboard
of a piano. It consists of a series of balanced levers with blades or keys
attached, forming a keyboard four feet long. The levers, each three feet long,
are delicately hung on fine brass centers, and each lever is counterbalanced
by a weight hung in a vessel of water, which acts as a hydraulic brake, and
checks any spasmodic movement in the apparatus.

On the end of each blade is fixed a disk of white Bristol board four inches in
diameter, forming a row which faces the audience.

This apparatus is so sensitive that a slight change in the humidity of the
atmosphere is sufficient to throw it out of balance.

The power required to drive a punka is nearly all due to the resistance of the
air; that part due to the force of gravity, and the friction of the suspending
joints, is scarcely worth counting. We may readily observe the effect of the
resistance of the air by swinging two pendulums of equal length and having
each a large cardboard disk attached. One of the disks shall present its edge
to the line of movement, and the other its face.

Exp. 1.—They are now swinging, and being both of the same gravity length,
they should swing together and for an equal length of time. This they would
do in a vacuum, but you have already observed that one of them is lagging,
and will evidently soon come to a standstill. It is the one facing the air.

If punkas were pulled from both sides, they might be made very much
lighter than they are at present, but for the sake of simplicity a single pull is
preferred. They must, therefore, be made of such a weight that they will
swing nearly as far on the opposite side as they are pulled on the near side;
any greater weight is useless and only serves to wear out the suspending
cords, which, by the way, are nearly always too numerous and too thick for
their purpose.

Exp. 2.—Here is a panel punka which we shall try to use without the
customary swing bar. It is of calico stretched on a light wooden frame, and
you will be able to judge if it swings equally on each side of the post which
supports it. The irregularity of its movement shows that it is too light, so we
shall add, by way of swing bar, a bar of round iron one and a quarter inch
thick.

Exp. 3.—It is now swinging regularly, and experiments have already proved
that the swing bar should not be lighter than this one, which weighs four and
a sixth lb. per foot of length. Iron is the best material for this purpose, as it
offers the smallest surface to the resistance of the air. The length of the
suspending cords is usually a matter of accident in the construction of a

punka, but a little attention to the subject will soon convince us that it is one
of the most important considerations.

The limit of movement of a punka is to be found in the man who pulls it.
Twenty-four pulls a minute of a length of 36 inches give in practice a speed
of 168 linear feet to the punka curtain. This speed is found to produce a
current sufficiently rapid for practical purposes, and twenty-four pulls or
beats per minute correspond to a length of suspending cord of fifty inches.

[1]
Extract from a lecture recently delivered at Bombay.

HOW TO MAKE A KITE WITHOUT A TAIL.
The following is the method of making a kite without a tail: All the
calculations necessary in order to obtain the different proportions are based
upon the length of the stick, A'A, employed. Such length being found, we
divide it by ten, and thus obtain what is called the unit of length. With such
unit it is very easy to obtain all the proportions. The bow, K'K, consists of
two pieces of osier each 5½ units in length, that form, through their union, a
total length of 7 units.

KITE WITHOUT A TAIL.

After the bow has been constructed according to these measurements, it only
remains to fix it to the stick in such a way that it shall be two units distant
from the upper end of the stick. The balance, CC', whose accuracy
contributes much to the stability of the whole in the air, consists of a string
fixed at one end to the junction, D, of the bow and stick, and at the other to

the stick itself at a distance of three units from the lower extremity. Next, a
cord, B, is passed around the frame, and the whole is covered with thin
paper.

Before raising the kite, the string, which hangs from K', is made fast at K in
such a way as to cause the bow to curve backward. This curvature is
increased or diminished according to the force of the wind.

Nothing remains to be done but to attach the cord to the balance, and raise
the kite.—La Nature.

APPARATUS FOR DRYING FLOUR.
The accompanying drawing represents a simple but effective apparatus for
drying flour and ascertaining the quantity of water contained therein. It
consists of four pieces, the whole being made of block tin. A is a simple
saucepan for containing the water. B is the lid, which only partially covers
the top of the pan, to which it is fixed by two slots, a hole being left in the
middle for the placing of the vessel which contains the flour to be operated
upon, and is dropped in in the same way as the pan containing the glue is let
into an ordinary glue pot. C is the spout, which serves as an outlet for the
steam arising from the boiling water. D is the vessel in which the flour is
placed to be experimented upon; and EE are the funnels of the lid which
covers the said vessel, and which serve as escapes for the steam arising from
the moisture contained in the flour.

APPARATUS FOR DRYING FLOUR

Directions for use.—Partially fill the pan with water and allow it to boil.
Place a given quantity of flour in the inner vessel, D, taking care first to
weigh it. Subject it to the action of the boiling water until it is perfectly dry,
which will be indicated by the steam ceasing to issue from the funnels. Then

weigh again, and the difference in the weight will represent the quantity of
moisture contained in it, dried at a temperature of 212 degrees Fahr., that of
boiling water.—The Miller.

APPARATUS FOR MANUFACTURING
BOUQUETS.
For some years past, the sale of flowers has been gradually increasing. Into
the larger cities, such as Paris for example, they are introduced by the car
load, and along about the first of January the consumption of them is
extraordinary. All choice flowers are now being cultivated by improved
methods that assure of an abundant production of them. What twenty years
ago would have appeared to be an antiquated mechanism, viz., an apparatus
for making bouquets, has now become a device of prime necessity by reason
of the exigencies of an excessive demand.

Mr. Myard, a gardener of Chalon-sur-Saone, and vice-president of the
horticultural society of that city, has devised a curious apparatus, which we
represent herewith from a photograph.

This bouquet machine, which the inventor styles a bouquetiere, consists of a
stationary rod (shown to the right of the figure), upon which slides a spool
wound with twine, and the lower part of which is provided with three springs
for keeping the twine taut. A horizontal arm at the top supports a guide or
pattern whose curve is to be followed, on placing the flowers in position.
This arm is removed or turned aside after the binding screw has been
loosened, in order that the rod to the left that carries the bouquet may be
taken out. A guide, formed of a steel ribbon, is fixed to the arm and to its
movable rod by means of binding screws, which permit of its being readily
elongated. This central rod can be raised or lowered at will, and, owing to
these combinations, every desired form of bouquet may be obtained.

APPARATUS FOR MAKING BOUQUETS.

The rod to the left is provided with a steel pivot, and contains several
apertures, into which a pin enters, thus rendering it easy to begin bouquets at
different heights.

The bouquet is mounted upon the rod to the left, as shown in the figure. The
pin passes through the rod and enters a loop formed at the extremity of the
twine, and thus serves as a point of support, and prevents the bouquet from
falling, no matter what its weight is. When the pin is removed in order that
the bouquet may be taken out, the loop escapes.

At the lower part of the rod upon which the bouquet is mounted, there is a
collar with three branches, by means of which a rotary motion is given to the
flowers through the aid of the hand. The twine used for tying is thus wound
around the stems. When the apparatus is in motion, the twine unwinds from
the spool, and winds around the rod that carries the flowers, and twists about
and holds every stem.

An experienced operator can work very rapidly with this little apparatus,
which has been constructed with much care and ingenuity, and which enters
into a series of special mechanisms that is always of interest to know about.

The manufacturer was advised to construct his apparatus so that it could be
run by foot power, but, after some trials, it was found that the addition of a
pedal and the mechanism that it necessitates was absolutely superfluous, the
apparatus working very well such as it is.—La Nature.

[Continued from SUPPLEMENT, No. 567, page 9057.]

RADII OF CURVATURE GEOMETRICALLY
DETERMINED.
By Prof. C.W. MACCORD, Sc.D.

NO. VII.—PATH OF A POINT ON A CONNECTING ROD.

The motion of the connecting rod of a reciprocating steam engine is very
clearly understood from the simple statement that one end travels in a circle
and the other in a right line. From this statement it is also readily inferred
that the path of any point between the centers of the crank and crosshead
pins will be neither circular nor straight, but an elongated curve. This
inference is so far correct, but the very common impression that the middle
point of the rod always describes an ellipse is quite erroneous. The variation
from that curve, while not conspicuous in all cases, is nevertheless quite
sufficient to prevent the use of this movement for an elliptograph. To this
there is, abstractly, one exception. Referring to Fig. 22 in the preceding
article, it will be seen that if the crank OH and the connecting HE are of
equal length, any point on the latter or on its prolongation, except E, H, and
F, will describe an exact ellipse. But the proportions are here so different
from anything used in steam engines (the stroke being four times the length
of the crank), that this particular arrangement can hardly be considered as
what is ordinarily understood by a "crank and connecting rod movement,"
such as is shown in Fig. 23.

The length DE of the curve traced by the point P will evidently be equal to
A'B', the stroke of the engine, and that again to AB, the throw of the crank.
The highest position of P will be that shown in the figure, determined by
placing the crank vertically, as OC. At that instant the motions of C and C'
are horizontal, and being inclined to CC' they must be equal. In other words,
the motion is one of translation, and the radius of curvature at P is infinite.

To find the center of curvature at D, assume the crank pin A to have a
velocity Aa. Then, since the rod is at that instant turning about the farther

end A', we will have Dd for the motion of D. The instantaneous axis of the
connecting rod is found by drawing perpendiculars to the directions of the
simultaneous motions of its two ends, and it therefore falls at A', in the
present position. But the perpendicular to the motion of the crank pin is the
line of the crank itself, and consequently is revolving about O with an
angular velocity represented by AOa. The motion of A' is in the direction
A'B', but its velocity at the instant is zero. Hence, drawing a vertical line at
A', limited by the prolongation of aO, we have A'a' for the motion of the
instantaneous axis. Therefore, by drawing a'd, cutting the normal at x, we
determine Dx, the radius of curvature.

Placing the crank in the opposite position OB, we find by a construction
precisely similar to the above, the radius of curvature Ez at the other
extremity of the axis of the curve. It will at once be seen that Ez is less than
Dx, and that since the normal at P is vertical and infinite, the evolute of DPE
will consist of two branches xN, zM, to which the vertical normal PL is a
common asymptote. These two branches will not be similar, nor is the curve
itself symmetrical with respect to PL or to any transverse line; all of which
peculiarities characterize it as something quite different from the ellipse.

FIG. 23.

FIG. 24.

FIG. 25.

Moreover, in Fig. 22, the locus of the instantaneous axis of the trammel bar
(of which the part EH corresponds to the connecting rod, when a crank OH
is added to the elliptograph there discussed) was found to be a circle. But in
the present case this locus is very different. Beginning at A', the
instantaneous axis moves downward and to the right, as the crank travels
from A in the direction of the arrow, until it becomes vertical, when the axis
will be found upon C'R, at an infinite distance below AB', the locus for this
quarter of the revolution being a curve A'G, to which C'R is an asymptote.
After the crank pin passes C, the axis will be found above AB' and to the
right of C'R, moving in a curve HB', which is the locus for the second
quadrant. Since the path of P is symmetrical with respect to DE, the
completion of the revolution will result in the formation of two other curves,
continuous and symmetrical with those above described, the whole
appearing as in Fig. 24, the vertical line through C' being a common
asymptote.

In order to find the radius of curvature at any point on the generated curve, it
is necessary to find not only the location of the instantaneous axis, but its
motion. This is done as shown in Fig. 25. P being the given point, CD is the
corresponding position of the connecting rod, OC that of the crank. Draw
through D a perpendicular to OD, produce OC to cut it in E, the
instantaneous axis. Assume C A perpendicular to OC, as the motion of the
crank. Then the point E in OC produced will have the motion EF
perpendicular to OE, of a magnitude determined by producing OA to cut this
perpendicular in F. But since the intersection E of the crank produced is to
be with a vertical line through the other end of the rod, the instantaneous
axis has a motion which, so far as it depends upon the movement of C only,
is in the direction DE. Therefore EF is a component, whose resultant EG is
found by drawing FG perpendicular to EF. Now D is moving to the left with
a velocity which may be determined either by drawing through A a
perpendicular to CD, and through C a horizontal line to cut this
perpendicular in H, or by making the angle DEI equal to the angle CEA,
giving on DO the distance DI, equal to CH. Make EK = DI or CH, complete
the rectangle KEGL, and its diagonal ES is, finally, the motion of the
instantaneous axis.

EP is the normal, and the actual motion of P is PM, perpendicular to EP, the
angle PEM being made equal to CEA. Find now the component EN of the
motion ES, which is perpendicular to EP. Draw NM and produce it to cut EP
produced in R the center of curvature at P.

This point evidently lies upon the branch zM of the evolute in Fig. 23. The
process of finding one upon the other branch xN is shown in the lower part
of the diagram, Fig. 25. The operations being exactly like those above
described, will be readily traced by the reader without further explanation.

AUTOMATIC COMMUTATOR FOR
INCANDESCENT LAMPS.
Incandescent electric lighting, already pushed to such a degree of perfection
in the details of construction and installation, continually finds new
exigencies that have to be satisfied. As it is more and more firmly
established, it has to provide for all the comforts of existence by simple
solutions of problems of the smaller class.

Take for example this case: Suppose a room, such as an office, lighted by a
single lamp. The filament breaks; the room becomes dark. The bell push is
not always within reach of the arm, and it is by haphazard that one has to
wander around in the dark. This is certainly an unpleasant situation. The
comfort we seek for in our houses is far from being provided.

M. Clerc, the well known inventor of the sun lamp, has tried to overcome
troubles of this sort, and has attained a simple, elegant, and at the same time
cheap solution. The cut shows the arrangement. The apparatus is connected
at the points, BB', with the lighting circuit. The current entering by the
terminal, B', passes through the coils of a bobbin, S, before reaching the
points of attachment, a and b, of the lamp, L, the normally working one.
Thence the circuit runs to B. Within the coil, S, is a small hollow cylinder, T,
of thin sheet iron, which is raised parallel with the axis of the bobbin during
the passage of the current through the latter. At its base the cylinder is
prolonged into two little rods, h and h', which plunge into two mercury cups,
G and G'. The cut shows that one of the cups, G', is connected to the
terminal, B', and the other, G, to the terminal, a', of the other lamp, L'. An
inspection of the cut shows just what ensues when an accident happens to
the first lamp while burning. The first circuit being broken at ab, the
magnetizing action of the current in the bobbin ceases, the cylinder, T,
descends, and the rods, h and h', dip into the mercury. It follows that the
current, always starting from the terminal, B', will by means of the cups, G
and G', pass through the lamp, L', to go by the original return wire to B.

The substitution of the lamp, L, for L' is almost instantaneous. It can
scarcely be perceived. It goes without saying that such an arrangement of
automatic commutation is applicable to lamps with two or more filaments of
which only one is to be lighted at a time. The apparatus costs little, and can
be made as ornamental as desired. No exaggeration is indulged in if we
pronounce it simple and ingenious. It may be used in a great variety of eases.
The diameter of the wire is 55/100 (22 mm.), its length eighteen meters (60
feet), its resistance one ohm; ¾ ampere is needed to work it, and less than a
watt is absorbed by it.—Electricite.

DEFINITIONS AND DESIGNATIONS IN
ELECTROTECHNICS.
We may discourse for some time to come upon the uniformity of electric
language, for universal agreement is far from being established. An
important step toward the unity of this language was taken in 1881 by the
congress of Paris, which rendered the use of the C.G.S. system definitive and
universal. This labor was completed in 1884 by the meeting of a new
congress at Paris, at which a definition of the C.G.S. and practical units was
distinctly decided upon. That the unit of light defined by the congress has
not rapidly come into favor is due to the fact that its practical realization is
not within everybody's reach.

The work of unification should not come to a standstill on so good a road.
How many times in scientific works or in practical applications do we find
the same physical magnitude designated by different names, or even the use
of the same expression to designate entirely different things!

The result is an increase of difficulties and confusions, not only for persons
not thoroughly initiated into these notions, but also for adepts, even, in this
new branch of the engineer's art. The effects of such confusion make
themselves still further felt in the reading of foreign publications. Thus, for
example, in Germany that part of a dynamo electric machine that is called in
France the induit (armature) is sometimes styled anker, and more rarely
armatur. The north pole of a freely suspended magnetized needle is the one
that points toward the geographical north of the earth. In France, and by
some English authors, this pole is called the south one. Among electricians
of the same country, what by one is called electro-motive force is by another
styled difference of potential, by a third tension, and even difference of
tension.

Our confrere Ruhlmann, of the Elektrotechnische Zeitschrift, gives a still
more remarkable example yet of such confusion. The word polarization,
borrowed from optics, where it has an unequivocal sense, serves likewise to
designate the development of the counter electro-motive force of galvanic

elements, and also that essentially different condition of badly conducting
substances that is brought about by the simultaneous influence of quantities
of opposite electricity.

In Germany, the word induction, coupled with the word wire, for example,
according to the formation of compound words in that language, may also
have a double meaning, and it is by the sense alone of the phrase that we
learn whether we have to do with an induced wire or an inducting one. The
examples might be multiplied.

At its session of November 5, 1884, the International Society of Electricians,
upon a motion of Mr. Hospitalier, who had made a communication upon this
question, appointed a committee to study it and report upon it. The English
Society of Electricians likewise took the subject into consideration, and one
of its most active and distinguished members, Mr. Jamieson, presented the
result of his labors at the May session of the society in 1885.

A discussion arose in which the committee of the International Society of
Electricians was invited to take part. The committee was represented by its
secretary, Mr. Hospitalier, who expressed himself in about these words: "The
committee on electric notations presided over by Mr. Blauvelt has finished a
part of its task, that relative to abbreviations, notations, and symbols. It will
soon take up the second part, which relates to definitions and agreements."
He broadly outlined the committee's ideas as follows:

In all physical magnitudes that are made use of, we have: (1) the physical
magnitude itself, aside from the units that serve to measure it; (2) the C.G.S.
unit that serves to measure such grandeur (granted the adoption of the C.G.S.
system); (3) practical units, which, in general, have a special name for each
kind of magnitude, and are a decimal multiple or sub-multiple of the C.G.S.
unit, except for time and angles; (4) finally, decimal multiples and sub-
multiples of these practical units, that are in current use.

The committee likewise decided always to adopt a large capital to designate
the physical magnitude; a small capital to designate the C.G.S. unit, when it
has a special name; a "lower case" letter for the abbreviation of each
practical unit; and prefixes, always the same, for the decimal multiples and
sub-multiples of the practical units.

Thus, for example, work would be indicated by the letter W (initial of the
word); the C.G.S. unit is the erg, which would be written without
abbreviation, on account of its being short; and the practical units would be
the kilogrammeter (kgm), the grammeter (gm), etc. The multiples would be
the meg-erg, the tonne-meter (t-m), etc.

Mr. Jamieson's propositions have been in great part approved. Some
criticisms, however, were made during the course of the discussion, and it is
for this reason that the scheme still remains open to improvements. The
proposed symbols are as follows:

A.—PRACTICAL ELECTRIC UNITS.
Total resistance of a circuit. R
Internal resistance of a source of current. r1
Resistance of the separate parts of a current. r1, r2, etc.
Specific resistance. ρ
1 ohm. ω
1 megohm. Ω
Intensity of a current. C
Magnitude of 1 ampere. A
1 milliampere. α
Electro-motive force. E
Magnitude of 1 volt. v
Capacity. K
Constant of specific induction. σ
1 farad. Φ
1 microfarad. φ
Quantity of electricity. Q
1 coulomb. C
Electric work (volt coulomb). vC
Electric effect (volt ampere, watt in one second). W
Horse power. HP

B.—MAGNETISM.
Pole of magnet pointing toward the north. N

The opposite pole. S
Force of a pole, quantity of magnetism. m
Distance of the poles of a magnet. l
Magnetic moment. M = m.l
Intensity of magnetization. J
Intensity of the horizontal component of terrestrial magnetism. H

C.—ELECTRIC MEASUREMENTS.
Galvanometer and its resistance. G
Resistance of the shunt of a galvanometer. s
Battery and its internal resistance. B

For dynamo machines, the following designations are proposed:

The machine itself. D
Positive terminal. +T
Negative terminal. -T
Magnet forming the field. FM
Current indicator (amperemeter). AM
Tension indicator (voltameter). MV
Electro-magnet. EM
Luminous intensity of a lamp, in candles. c.p.
Resistance of the armature. Ra
Resistance of the magnet forming the field. Rm
Resistance of the external circuit. Ro
Intensity in the armature. Ca
Intensity in the coils of the magnet. Cm
Intensity in the external circuit. Ce
Coefficient of self-induction. Ls
Coefficient of mutual induction. Lm

A primary battery would be represented as in Fig. 1, and a battery of
accumulators as in Fig. 2.

FIG. 1.

FIG. 2.

In order to designate incandescent lamps, circles would be used, and stars for
arc lamps. A system of incandescent lamps arranged in multiple arc would
be represented as in Fig. 3.

FIG. 3.

Fig. 4 and the formula

R = B + Gs/(G + s) + r

would serve for the total resistance, R, of an electric circuit, upon giving the
letters the significations adopted.

FIG. 4.

Such is, in brief, the present state of the question. The scientific bodies that
have taken hold of it have not as yet furnished a fully co-ordinated work on
the subject. Let us hope, however, that we shall not have to wait long. The
question is of as much interest to scientific men as to practical ones.

A collection of identical symbols would have the advantage of permitting us
to abridge explanations in regard to the signification of terms used in
mathematical formulas. A simple examination of a formula would suffice to
teach us its contents without the aid of tiresome explanatory matter.

But in order that the language shall be precise, it will be necessary for the
words always to represent precise ideas that are universally accepted, and for
their sense not to depend upon the manner of understanding the idea
according to their arrangement in the phrase.

Nothing can be more desirable than that the societies of electricians of all
countries shall continue the study of these questions with the desire of
coming to a common understanding through a mutual sacrifice of certain
preferences and habitudes.—E. Dieudonne, in La Lumiere Electrique.

IMPROVED MICROSCOPICAL SETTLING
TUBE.
By F. VANDERPOEL, of Newark, New Jersey.

VANDERPOEL'S SETTLING TUBES.

In the February number of this Journal the writer described a new settling
tube for urinary deposits which possessed several advantages over the old
method with conical test-glass and pipette. For several reasons, however, the
article was not illustrated, and it is for the purpose of elucidation by means
of illustration, as well as to bring before the readers of the Journal two new
and improved forms of the tube, that space in these columns is again sought.
The first two of the figures, 1 and 2, represent the tube as originally devised;
1 denoting the tube with movable cap secured to it by means of a rubber
band, and 2 the tube with a ground glass cap and stop cock. The first

departure from these forms is shown at 3, and consists of a conical tube, as
before, but provided with a perforated stopper, the side opening in which
communicates with a side tube. The perforation in the stopper, which is
easily made by a glass blower, thus allows the overflow, when the stopper is
inserted into the full tube, to pass into the side tube. The stopper is then
turned so as to cut off the urine in the latter from that in the large tube, and
the latter is thus made tight. After allowing it to remain at rest long enough
to permit subsidence of all that will settle, the stopper is gently turned and a
drop taken off the lower end upon a slide, to be examined at leisure with the
microscope. The cap, ground and fitted upon the lower end, is put there as a
precautionary measure, as will be seen farther on.

The tube shown at 4 is, we think, an improvement upon all of the foregoing,
for upon it there is no side tube to break off, and everything is comprised in
a small space. As will be seen by referring to the figure, there is a slight
enlargement in the ground portion of the stopper end of the tube, this
protuberance coming down about one-half the length of the stopper, which is
solid and ground to fit perfectly. The lower half, however, is provided with a
small longitudinal slit or groove, the lower end of which communicates with
the interior of the tube, while the upper end just reaches the enlargement in
the side of the latter. Thus in one position of the stopper there is a
communication between the tube and the outer air, while in all other
positions the tube is quite shut. In all these tubes care must be taken to fill
them completely with the urine, and to allow no bubbles of air to remain
therein.

The first of these settling tubes was made without the ground cap on the
lower end, the latter being inserted into a small test tube for safety. At the
suggestion of Mr. J.L. Smith the test tube was made a part of the apparatus
by fitting it (by grinding) upon the conical end, and in its present form it
serves to protect the latter from dust and to prevent evaporation of the urine
(or other liquid), and consequent deposition of salts, if, for any reason, the
user should allow the tube to remain suspended for several days.

These tubes will be found very useful for collecting and concentrating into a
small bulk the sediment contained in any liquid, whether it be composed of
urinary deposits, diatoms in process of being cleaned, or any thing of like
nature; and, as the parts are all of glass, the strongest acids may be used,

excepting, of course, hydrofluoric acid, without harm to the tubes.—
American Microscopical Journal.

[Continued from SUPPLEMENT, No. 594, page 9491.]

CLIMATE IN ITS RELATION TO HEALTH. By
G.V. POORE, M.D.[1]
LECTURE III. DISEASES CAUSED BY FLOATING
MATTER IN THE AIR.

The information which modern methods of research have given us with
regard to the floating matter in the air is of an importance which cannot be
overestimated.

That the air is full of organic particles capable of life and growth is now a
matter of absolute certainty. It has long been a matter of speculation, but
there is a great difference between a fact and a speculation. An eminent
historian has recently deprecated the distinction which is conventionally
drawn between science and knowledge, but, nevertheless, such a distinction
is useful, and will continue to be drawn. A man's head may be filled with
various things. His inclination may lead him, for example, to study archaic
myths in the various dialects which first gave them birth; he may have a
fancy for committing to memory the writings of authors on astrology, or the
speculations of ancient philosophers, from Aristotle and Lucretius
downward. Such a one may have a just claim to be considered a man of
learning, and far be it from me to despise the branches of knowledge toward
which his mind has a natural bent. But in so far as his knowledge is a
knowledge of fancies rather than facts, it has no claim to be called science.

Fancies, however beautiful, cannot form a solid basis for action or conduct,
whereas a scientific fact does. It is all very well to suppose that such and
such things may be, but mere possibilities, or even probabilities, do not
breed a living faith. They often foster schism, and give rise to disunited or
opposed action on the part of those who think that such and such things may
not be.

When, however, a fancy or a speculation becomes a fact which is capable of
demonstration, its universal acceptance is only a matter of time, and the man

who neglects such facts in regulating his actions or conduct is rightly
regarded as insane all the world over.

The influence of micro-organisms on disease is emerging more and more,
day by day, from the regions of uncertainty, and what once were the
speculations of the few are now the accepted facts of the majority.

Miquel's experiments show very clearly that the number of microbes in the
air corresponds with tolerable closeness to the density of population. From
the Alpine solitudes of the Bernese Oberland to the crowded ward of a
Parisian hospital, we have a constantly ascending ratio of microbes in the air,
from zero to 28,000 per cubic meter. Their complete absence on the Alps is
mainly due to the absence of productive foci. Organic matter capable of
nourishing microbes is rare, and the dryness and cold prevent any
manifestation of vitality or increase. Whence come the large number of
microbes in the crowded places and in hospitals?

Every individual, even in health, is a productive focus for microbes; they are
found in the breath, and flourish luxuriantly in the mouth of those especially
who are negligent in the use of the tooth brush. When we speak of
"flourishing luxuriantly," what do we mean? Simply that these microbes,
under favorable circumstances, increase by simple division, and that one
becomes about 16,000,000 in twenty-four hours.

The breath, even of healthy persons, contains ammonia and organic matter
which we can smell. When the moisture of the breath is condensed and
collected, it will putrefy. Every drop of condensed moisture that forms on the
walls of a crowded room is potentially a productive focus for microbes.
Every deposit of dirt on persons, clothing, or furniture is also a productive
focus, and production is fostered in close apartments by the warmth and
moisture of the place. In hospitals productive foci are more numerous than in
ordinary dwellings.

If microbes are present in the breath of ordinary individuals, what can we
expect in the breath of those whose lungs are rotten with tubercular disease?
Then we have the collections of expectorated matter and of other organic
secretions, which all serve as productive foci. Every wound and sore, when
antiseptic precautions are not used, becomes a most active and dangerous

focus, and every patient suffering from an infective disease is probably a
focus for the production of infective particles. When we consider, also, that
hospital wards are occupied day and night, and continuously for weeks, it is
not to be wondered at that microbes are abundant therein.

I want especially to dwell upon the fact that foci, and probably productive
foci, may exist outside the body. It is highly probable, judging from the
results of experiments, that every collection of putrescible matter is
potentially a productive focus of microbes. The thought, of a pit or sewer
filled with excremental matters mixed with water, seething and bubbling in
its dark warm atmosphere, and communicating directly (with or without the
intervention of that treacherous machine called a trap) with a house, is
enough to make one shudder, and the long bills of mortality already
chargeable to this arrangement tell us that if we shudder we do not do so
without cause. As an instance of the way in which dangers may work in
unsuspected ways, I may mention the fact that Emmerich, in examining the
soil beneath a ward of a hospital at Amberg, discovered therein the peculiar
bacillus which causes pneumonia, and which had probably been the cause of
an outbreak of pneumonia that had occurred in that very ward.

The importance of "Dutch cleanliness" in our houses, and the abolition of all
collections of putrescible matter in and around our houses, is abundantly
evident.

It will not be without profit to examine some well-known facts, by the aids
of the additional light which has been thrown upon them by the study of the
microbes which are in the media around us.

There is no better known cause of a high death rate than overcrowding.
Overcrowding increases the death rate from infectious diseases, especially
such as whooping cough, measles, scarlet fever, diphtheria, small-pox, and
typhus. The infection of all these diseases is communicable through the air,
and where there is overcrowding, the chance of being infected by infective
particles, given off by the breath or skin, is of course very great. Where there
is overcrowding, the collections of putrescible filth are multiplied, and with
them probably the productive foci of infective particles. Tubercular disease,
common sore throat, chicken-pox, and mumps, are also among the diseases
which are increased by overcrowding.

To come to details which are more specific, let us consider the case of some
diseases which are definitely caused by floating matter in the air. First, let us
take one which is apparently attributable to pollen.

HAY FEVER.

Among diseases which are undoubtedly caused by floating matter in the air
must be reckoned the well-known malady "hay fever," which is a veritable
scourge during the summer months to a certain percentage of persons, who
have, probably, a peculiarly sensitive organization to begin with, and are, in
a scientific sense, "irritable."

This disease has been most thoroughly and laboriously investigated by Mr.
Charles Blackley, of Manchester, who, being himself a martyr to hay fever,
spent ten years in investigating the subject, and published the result in 1873,
in a small work entitled "Experimental Researches on the Causes and Nature
of Catarrhus æstivus (hay fever or hay asthma)."

Mr. Blackley had little difficulty in determining that the cause of his trouble
was the pollen of grasses and flowers, and his investigations showed that the
pollen of some plants was far more irritating than the pollen of others. The
pollen of rye, for example, produced very severe symptoms of catarrh and
asthma, when inhaled by the nose or mouth. Mr. Blackley came to the
conclusion that the action of the pollen was partly chemical and partly
mechanical, and that the full effect was not produced until the outer
envelope burst and allowed of the escape of the granular contents.

Having satisfied himself that pollen was capable of producing all the
symptoms of hay fever, Mr. Blackley next sought to determine, by a series of
experiments, the quantity of pollen found floating in the atmosphere during
the prevalence of hay fever, and its relation to the intensity of the symptoms.
The amount of pollen was determined by exposing slips of glass, each
having an area of a square centimeter, and coated with a sticky mixture of
glycerine, water, proof spirit, and a little carbolic acid. Mr. Blackley gives
two tables, showing the average number of pollen grains collected in twenty-
four hours on one square of glass, between May 28 and August 21, in both a
rural and an urban position. The maximum both in town and country was
reached on June 28, when in the town 105 pollen grains were deposited, and

in the country 880 grains. The number of grains deposited was found to vary
much, falling almost to zero during heavy rain and rising to a maximum if
the rain were followed by bright sunshine. Mr. Blackley found that the
severity of his own symptoms closely corresponded to the number of pollen
grains deposited on his glasses. Mr. Blackley devised some very ingenious
experiments to determine the number of grains floating in the air at different
altitudes. The experiments were conducted by means of a kite, to which the
slips of glass were attached, fixed in an ingenious apparatus, by means of
which the surface of the glass was kept covered until a considerable altitude
had been reached. Mr. Blackley's first experiment gave as a result that 104
pollen grains were deposited in the glass attached to the kite, while only 10
were deposited on a glass near the ground. This experiment was repeated.
Again and again, and always with the same result, there was more pollen in
the upper strata of the air than in the lower.

A very interesting experiment was performed at Filey, in June, 1870. A
breeze was blowing from the sea, and had been blowing for 12 or 15 hours.
Mr. Blackley flew his kite to an elevation of 1,000 feet. The glass attached to
the kite was exposed for three hours, and on it there were 80 grains of
pollen, whereas a similar glass, exposed at the margin of the water, showed
no pollen nor any organic form. Whence came this pollen collected on the
upper glass? Probably from Holland or Denmark. Possibly from some point
nearer the center of Europe.

POTATO DISEASE.

A study of the terrible disease which so often attacks the potato crop in this
country will serve, I think, to bring forcibly before you certain untoward
conditions which may be called climatic, and which are attributable to
fungoid spores in the air.

With the potato disease you are all, probably, more or less practically
acquainted. When summer is at its height, and when the gardeners and
farmers are all looking anxiously to the progress of their crops, how often
have we heard the congratulatory remark of "How well and strong those
potatoes look!" Such a remark is most common at the end of July or the
beginning of August, when the green part, or haulm, of the plant is looking
its best, and when the rows of potatoes, with their elegant rich foliage and

bunches of blossom, have an appearance which would almost merit their
admission to the flower border. The same evening, it may be, there comes a
prolonged thunder storm, followed by a period of hot, close, moist, muggy
weather. Four-and-twenty hours later, the hapless gardener notices that
certain of his potato plants have dark spots upon some of their leaves. This,
he knows too well, is the "plague spot," and if he examine his plants
carefully, he will perhaps find that there is scarcely a plant which is not
spotted. If the thunder shower which we have imagined be followed by a
long period of drought, the plague may be stayed and the potatoes saved; but
if the damp weather continue, the number of spotted leaves among the
potatoes increases day by day, until the spotted leaves are the majority; and
then the haulm dies, gets slimy, and emits a characteristic odor; and it will be
found that the tubers beneath the soil are but half developed, and
impregnated with the disease to an extent which destroys their value.

Now, the essential cause of the potato disease is perfectly well understood. It
is parasitical, the parasite being a fungus, the Peronospora infestans, which
grows at the expense of the leaves, stems, and tubers of the plant until it
destroys their vitality. If a diseased potato leaf be examined with the naked
eye, it will be seen that, on the upper surface, there is an irregular brownish
black spot, and if the under surface of the leaf be looked at carefully, the
brown spot is also visible, but it will be seen to be covered with a very faint
white bloom, due to the growth of the fungus from the microscopic openings
or "stomata," which exist in large numbers on the under surface of most
green leaves. The microscope shows this "bloom" to be due to the protrusion
of the fungus in the manner stated, and on the free ends of the minute
branches are developed tiny egg shaped vessels, called "conidia," in which
are developed countless "spores," each one of which is theoretically capable
of infecting neighboring plants.

Now, it is right to say that, with respect to the mode of spread of the disease,
scientific men are not quite agreed. All admit that it may be conveyed by
contact, that one leaf may infect its neighbors, and that birds, flies, rabbits,
and other ground game may carry the disease from one plant to another and
from one crop to another. This is insufficient to account for the sudden onset
and the wide extent of potato "epidemics," which usually attack whole
districts at "one fell swoop." Some of those best qualified to judge believe
that the spores are carried through the air, and I am myself inclined to trust

in the opinion expressed by Mr. William Carruthers, F.R.S., before the select
committee on the potato crop, in 1880. Mr. Carruthers' great scientific
attainments, and his position as the head of the botanical department of the
British Museum, and as the consulting naturalist of the Royal Agricultural
Society, at least demand that his opinion should be received with the greatest
respect and consideration. Mr. Carruthers said (report on the potato crop,
presented to the House of Commons, July 9, 1880, question 143 et seq.):
"The disease, I believe, did not exist at all in Europe before 1844.... Many
diseases had been observed; many injuries to potatoes had been observed
and carefully described before 1844; but this particular disease had not. It is
due to a species of plant, and although that species is small, it is as easily
separated from allied plants as species of flowering plants can be separated
from each other. This plant was known in South America before it made its
appearance in this country. It has been traced from South America to North
America, and to Australia, and it made its first appearance in Europe in
Belgium, in 1844, and within a very few days after it appeared in Belgium, it
was noticed in the Isle of Wight, and then within almost a few hours after
that it spread over the whole of the south of England and over Scotland....
When the disease begins to make its appearance, the fungus produces these
large oblong bodies (conidia), and the question is how these bodies are
spread, and the disease scattered.... I believe that these bodies, which are
produced in immense quantities, and very speedily, within a few hours after
the disease attacks the potato, are floating in the atmosphere, and are easily
transplanted by the wind all over the country. I believe this is the explanation
of the spread of the disease in 1844, when it made its appearance in
Belgium. The spores produced in myriads were brought over in the wind,
and first attacked the potato crops in the Isle of Wight, and then spread over
the south of England. The course of the disease is clearly traced from the
south of England toward the midland counties, and all over the island, and
into Scotland and Ireland. It was a progress northward.... This plant, the
Peronospora infestans, will only grow on the Solanum tuberosum, that is,
the cultivated potato.... Just as plants of higher organization choose their
soils, some growing in the water and some on land, so the Peronospora
infestans chooses its host plant; and its soil is this species, the Solatium
tuberosum. It will not grow if it falls on the leaves of the oak or the beech, or
on grass, because that is not its soil, so to speak. Now, the process of growth
is simply this: When the conidia fall on the leaf, they remain there perfectly
innocent and harmless unless they get a supply of water to enable them to

germinate.... The disease makes its appearance in the end of July or the
beginning of August, when we have, generally, very hot weather. The
temperature of the atmosphere is very high, and we have heavy showers of
rain."

The warmth and moisture are, in fact, the conditions necessary for the
germination of the conidia. Their contents (zoospores) are liberated, and
quickly grow in the leaf, and soon permeate every tissue of the plant.

It was clearly established before the committee that not all potatoes were
equally liable to the disease. The liability depends upon strength of
constitution. It is well known that potatoes are usually, almost invariably,
propagated by "sets," that is, by planting tubers, or portions of tubers, and
this method of propagation is analogous to the propagation of other forms of
plants by means of "cuttings." When potatoes are raised from seed, it is
found that some of the "seedlings" present a strength of constitution which
enables them to resist the disease for some years, even though the
subsequent propagation of the seedling is entirely from "sets." The raising of
seedling potatoes is a tedious process, but the patience of the grower is often
rewarded by success, and I may allude to the fact that the so-called
"Champion potato," raised from seed in the first instance by Mr. Nicoll, in
Forfarshire, and since propagated all over the country, has enjoyed,
deservedly as it would appear, a great reputation as a disease-resisting
potato; but all who have a practical knowledge of potato growing seem
agreed that we cannot expect its disease-resisting quality to last at most more
than twenty years from its first introduction (in 1877), and that in time the
constitution of the "Champion" will deteriorate, and it will become a prey to
disease.

There is some evidence to show, also, that the constitution of the potato may
be materially influenced by good or bad culture. Damp soils, insufficient or
badly selected manures, the selection of ill developed potatoes for seed, and
the overcrowding of the "sets" in the soil, all seem to act as causes which
predispose the potatoes to the attacks of the parasite. Strong potatoes resist
disease, just as strong children will; while weak potatoes, equally with weak
children, are liable to succumb to epidemic influences.

The following account of some exact experiments carried out by Mr. George
Murray, of the Botanical Department of the British Museum, seems to show
that Mr. Carruthers' theory as to the diffusion of conidia through the air is
something more than a speculation:

"In the middle of August, 1876," says Mr. Murray, "I instituted the following
experiments, with the object of determining the mode of diffusion of the
conidia of Peronospora infestans.

"The method of procedure was to expose on the lee side of a field of
potatoes, of which only about two per cent, were diseased, ordinary
microscopic slides, measuring two inches long by one inch broad, coated on
the exposed surface with a thin layer of glycerine, to which objects alighting
would adhere, and in which, if of the nature of conidia, they would be
preserved. These slides were placed on the projecting stones of a dry stone
wall which surrounded the field, and was at least five yards from the nearest
potato plant. During the five days and nights of the experiment, a gentle
wind blew, and the weather was, on the whole, dry and clear. Every morning,
about nine o'clock, I placed fourteen slides on the lee side of the field, and
every evening, about seven o'clock, I removed them, and placed others till
the following morning at nine o'clock. The fourteen slides exposed during
the day, when examined in the evening, showed (among other objects):
On the first day. 15 conidia.
" second day. 17 "
" third day. 27 "
" fourth day. 4 "
" fifth day. 9 "

"On none of the five nights did a single conidium alight on the slides. This
seemed to me to prove that during the day the conidia, through the dryness
of the atmosphere and the shaking of the leaves, became detatched and
wafted by the air; while during the night the moisture (in the form of dew,
and on one occasion of a slight and gently falling shower) prevented the
drying of the conidia, and thus rendered them less easy of detachment.

"I determined the nature of the conidia (1) by comparing them with authentic
conidia directly removed from diseased plants; (2) by there being attached to
some of them portions of the characteristic conidiaphores; and (3) by

cultivating them in a moist chamber, the result of which was, that five
conidia, not having been immersed in the glycerine, retained their vitality,
which they showed by bursting and producing zoospores in the manner
characteristic of Peronospora infestans."

INFLUENZA.

Let us look at another disease by the light of recent knowledge, viz., the
epidemic influenza, concerning which I remember hearing much talk, as a
child, in 1847-48. There has been no epidemic of this disease in the British
Isles since 1847, but we may judge of its serious nature from the
computation of Peacock that in London alone 250,000 persons were stricken
down with it in the space of a few days. It is characteristic of this disease
that it invades a whole city, or even a whole country, at "one fell swoop,"
resembling in its sudden onset and its extent the potato disease which we
have been considering.

The mode of its spreading forbids us to attribute it, at least in any material
degree, although it may be partially so, to contagion in the ordinary sense,
i.e., contagion passing from person to person along the lines of human
intercourse. It forbids us also to look at community of water supply or food,
or the peculiarities of soil, for the source of the disease virus. We look,
naturally, to some atmospheric condition for the explanation. That the
atmosphere is the source of the virus is made more likely from the fact that
the disease has broken out on board ship in a remarkable way. In 1782, there
was an epidemic, and on May 2 in that year, says Sir Thomas Watson—

"Admiral Kempenfelt sailed from Spithead with a squadron, of which the
Goliah was one. The crew of that vessel were attacked with influenza on
May 29, and the rest were at different times affected; and so many of the
men were rendered incapable of duty by this prevailing sickness, that the
whole squadron was obliged to return into port about the second week in
June, not having had communication with any port, but having cruised solely
between Brest and the Lizard. In the beginning of the same month another
large squadron sailed, all in perfect health, under Lord Howe's command, for
the Dutch coast. Toward the end of the month, just at the time, therefore,
when the Goliah became full of the disease, it appeared in the Rippon, the

Princess Amelia, and other ships of the last mentioned fleet, although there
had been no intercourse with the land."

Similar events were noticed during the epidemic of 1833:

"On April 3, 1833, the very day on which I saw the first two cases that I did
see of influenza—all London being smitten with it on that and the following
day—the Stag was coming up the Channel, and arrived at two o'clock off
Berry Head on the coast of Devonshire, all on board being at that time well.
In half an hour afterward, the breeze being easterly and blowing off the land,
40 men were down with the influenza, by six o'clock the number was
increased to 60, and by two o'clock the next day to 160. On the self-same
evening a regiment on duty at Portsmouth was in a perfectly healthy state,
but by the next morning so many of the soldiers of the regiment were
affected by the influenza that the garrison duty could not be performed by
it."

After reviewing the various hypotheses which had been put forward to
account for the disease, sudden thaws, fogs, particular winds, swarms of
insects, electrical conditions, ozone, Sir Thomas Watson goes on to say:

"Another hypothesis, more fanciful perhaps at first sight than these, yet quite
as easily accommodated to the known facts of the distemper, attributes it to
the presence of innumerable minute substances, endowed with vegetable or
with animal life, and developed in unusual abundance under specific states
of the atmosphere in which they float, and by which they are carried hither
and thither."

This hypothesis has certainly more facts in support of it now than it had
when Sir Thomas Watson gave utterance to it in 1837. And when another
epidemic of influenza occurs, we may look with some confidence to having
the hypothesis either refuted or confirmed by those engaged in the
systematic study of atmospheric bacteria. Among curious facts in connection
with influenza, quoted by Watson, is the following: "During the raging of
one epidemic, 300 women engaged in coal dredging at Newcastle, and
wading all day in the sea, escaped the complaint." Reading this, the mind
naturally turns to Dr. Blackley's glass slide exposed on the shore at Filey,

and upon which no pollen was deposited, while eighty pollen grains were
deposited on a glass at a higher elevation.

SMALL-POX.

Let us next inquire into the evidence regarding the conveyence of small-pox
through the air. In the supplement to the Tenth Report of the Local
Government Board for 1880-81 (c. 3,290) is a report by Mr. W.H. Power on
the influence of the Fulham, Hospital (for small-pox) on the neighborhood
surrounding it. Mr. Power investigated the incidence of small-pox on the
neighborhood, both before and after the establishment of the hospital. He
found that, in the year included between March, 1876, and March, 1877,
before the establishment of the hospital, the incidence of small-pox on
houses in Chelsea, Fulham and Kensington amounted to 0.41 per cent. (i.e.,
that one house out of every 244 was attacked by small-pox in the ordinary
way), and that the area inclosed by a circle having a radius of one mile round
the spot where the hospital was subsequently established (called in the report
the "special area") was, as a matter of fact, rather more free from small-pox
than the rest of the district. After the establishment of the hospital in March,
1877, the amount of small-pox in the "special area" round the hospital very
notably increased, as is shown by the table by Mr. Power, given below.

This table shows conclusively that the houses nearest the hospital were in the
greatest danger of small-pox. It might naturally be supposed that the
excessive incidence of the disease upon the houses nearest to the hospital
was due to business traffic between the hospital and the dwellers in the
neighborhood, and Mr. Power admits that he started on his investigation with
this belief, but with the prosecution of his work he found such a theory
untenable.

ADMISSIONS OF ACUTE SMALL-POX TO FULHAM HOSPITAL, AND
INCIDENCE OF SMALL-POX UPON HOUSES IN SEVERAL
DIVISIONS OF THE SPECIAL AREA DURING FIVE EPIDEMIC
PERIODS.
+---------+---------------------+-------------------------------
-----------------+
| | Incidence on every 100
houses within the |

| | special area and its
divisions. |
Cases of |The epidemic periods +--------+---------+---------+--
-------+---------+
acute |since opening |On total|On small |On first |On
second|On third |
small-pox.|of hospital. |special | circle, | ring, |
ring, | ring, |
| | area. |0-¼ mile.|¼-½ mile.|½-
¾ mile.|¾-1 mile.|
----------+---------------------+--------+---------+---------+--
-------+---------+
327 |March-December 1877 | 1.10 | 3.47 | 1.37 |
1.27 | 0.36 |
714 |January- | | | |
| |
| September, 1878 | 1.80 | 4.62 | 2.55 |
1.84 | 0.67 |
679 |September 1878- | | | |
| |
| October 1879 | 1.68 | 4.40 | 2.63 |
1.49 | 0.64 |
292 |October, 1879- | | | |
| |
| December, 1880 | 0.58 | 1.85 | 1.06 |
0.30 | 0.28 |
515 |December 1880- | | | |
| |
| April 1881 | 1.21 | 2.00 | 1.54 |
1.25 | 0.61 |
----------+---------------------+--------+---------+---------+--
-------+---------+
2,527 |Five periods | 6.37 | 16.34 | 9.15 |
6.15 | 2.56 |
----------+---------------------+--------+---------+---------+--
-------+---------+

Now, the source of infection in cases of small-pox is often more easy to find
than in cases of some other forms of infectious disease, and mainly for two
reasons:

1. That the onset of small-pox is usually sudden and striking, such as is not
likely to escape observation.

2. That the so-called incubative period is very definite and regular, being just
a fortnight from infection to eruption.

The old experiments of inoculation practiced on our forefathers have taught
us that from inoculation to the first appearance of the rash is just twelve
days. Given a case of small-pox, then one has only to go carefully over the
doings and movements of the patient on the days about a fortnight preceding
in order to succeed very often in finding the source of infection.

In the fortnight ending February 5, 1881, forty-one houses were attacked by
small-pox in the special mile circle round the hospital, and in this limited
outbreak it was found, as previously, that the severity of incidence bore an
exact inverse proportion to the distance from the hospital.

The greater part of these were attacked in the five days January 26-30, 1881,
and in seeking for the source of infection of these cases, special attention
was directed to the time about a fortnight previous viz., January 12-17, 1881.
The comings and goings of all who had been directly connected with the
hospital (ambulances, visitors, patients, staff, nurses, etc.) were especially
inquired into, but with an almost negative result, and Mr. Power was
reluctantly forced to the conclusion that small-pox poison had been
disseminated through the air.

During the period when the infection did spread, the atmospheric conditions
were such as would be likely to favor the dissemination of particulate matter.
Mr. Power says: "Familiar illustration of that conveyance of particulate
matter which I am here including in the term dissemination is seen, summer
and winter, in the movements of particles forming mist and fog. The chief of
these are, of course, water particles, but these carry gently about with them,
in an unaltered form, other matters that have been suspended in the
atmosphere, and these other matters, during the almost absolute stillness
attending the formation of dew and hoar frost, sink earthward, and may often
be recognized after their deposit.

"As to the capacity of fogs to this end, no Londoner needs instruction; and
few persons can have failed to notice the immense distances that odors will
travel on the 'air breaths' of a still summer night. And there are reasons
which require us to believe particulate matter to be more easy of suspension
in an unchanged form during any remarkable calmness of atmosphere. Even
quite conspicuous objects, such as cobwebs, may be held up in the air under
such conditions. Probably there are few observant persons of rural habits

who cannot call to mind one or another still autumn morning, when from a
cloudless, though perhaps hazy, sky, they have noted, over a wide area,
steady descent of countless spider webs, many of them well-nigh perfect in
all details of their construction."

A reference to the meteorological returns issued by the registrar-general
shows that on the 12th of January, 1881, began a period of severe frost,
characterized by still, sometimes foggy, weather, with occasional light airs
from nearly all points of the compass. This state of affairs continued till
January 18, when there was a notable snow storm, and a gale from the
E.N.E. For four days, up to and inclusive of January 8, ozone was present in
more than its usual amounts. During January 9-16, it was absent. On January
17 it reappeared, and on January 18 it was abundant. Similar meteorological
conditions (calm and no ozone) were found to precede previous epidemics.

Mr. Power's report, with regard to Fulham, seems conclusive, and there is a
strong impression that hospitals, other than Fulham, have served as centers
of dissemination.

In the last lecture I gave you the opinion of M. Bertillon, of Paris, and
quoted figures in support of that opinion. It is a fact of some importance to
remember that small-pox is one of those diseases which has a peculiar odor,
recognizable by the expert. As to its conveyance for long distances through
the air, there are some curious facts quoted by Professor Waterhouse, of
Cambridge, Massachusetts, in a letter addressed to Dr. Haygarth at the close
of the last century. Professor Waterhouse states that at Boston there was a
small-pox hospital on one side of a river, and opposite it, 1,500 yards away,
was a dockyard, where, on a certain misty, foggy day, with light airs just
moving in a direction from the hospital to the dockyard, ten men were
working. Twelve days later all but two of these men were down with small-
pox, and the only possible source of infection was the hospital across the
river. (To be continued.)

[1]
Three lectures before the Society of Arts, London. From the
Journal of the Society.

SUNLIGHT COLORS.[1]
By Capt. W. DE W. ABNEY.

Sunlight is so intimately woven up with our physical enjoyment of life that
it is perhaps not the most uninteresting subject that can be chosen for what
is—perhaps somewhat pedantically—termed a Friday evening "discourse."
Now, no discourse ought to be be possible without a text on which to hang
one's words, and I think I found a suitable one when walking with an artist
friend from South Kensington Museum the other day. The sun appeared like
a red disk through one of those fogs which the east wind had brought, and I
happened to point it out to him. He looked, and said, "Why is it that the sun
appears so red?" Being near the railway station, whither he was bound, I
had no time to enter into the subject, but said if he would come to the Royal
Institution this evening I would endeavor to explain the matter. I am going
to redeem that promise, and to devote at all events a portion of the time
allotted to me in answering the question why the sun appears red in a fog. I
must first of all appeal to what every one who frequents this theater is so
accustomed, viz., the spectrum. I am going not to put it in the large and
splendid stripe of the most gorgeous colors before you, with which you are
so well acquainted, but my spectrum will take a more modest form of purer
colors, some twelve inches in length.

I would ask you to notice which color is most luminous. I think that no one
will dispute that in the yellow we have the most intense luminosity, and that
it fades gradually in the red on the one side and in the violet on the other.
This, then, may be called a qualitative estimate of relative brightnesses; but
I wish now to introduce to you what was novel last year, a quantitative
method of measuring the brightness of any part.

Before doing this I must show you the diagram of the apparatus which I
shall employ in some of my experiments.

FIG. 1.—COLOR PHOTOMETER.

RR are rays (Fig. I) coming from the arc light, or, if we were using sunlight,
from a heliostat, and a solar image is formed by a lens, L1, on the slit, S1 of
the collimator, C. The parallel rays produced by the lens, L2, are partially
refracted and partially reflected. The former pass through the prisms, P1P2,
and are focused to form a spectrum by a lens, L3, on D, a movable ground
glass screen. The rays are collected by a lens, L4, tilted at an angle as
shown, to form a white image of the near surface of the second prism on F.

Passing a card with a narrow slit, S2, cut in it in front of the spectrum, any
color which I may require can be isolated. The consequence is that, instead
of the white patch upon the screen, I have a colored patch, the color of
which I can alter to any hue lying between the red and the violet. Thus,
then, we are able to get a real patch of very approximately homogeneous
light to work with, and it is with these patches of color that I shall have to
deal. Is there any way of measuring the brightness of these patches? was a
question asked by General Festing and myself. After trying various plans,

we hit upon the method I shall now show you, and if any one works with it
he must become fascinated with it on account of its almost childish
simplicity—a simplicity, I may remark, which it took us some months to
find out. Placing a rod before the screen, it casts a black shadow surrounded
with a colored background. Now I may cast another shadow from a candle
or an incandescence lamp, and the two shadows are illuminated, one by the
light of the colored patch and the other by the light from an incandescence
lamp which I am using tonight. [Shown.] Now one stripe is evidently too
dark. By an arrangement which I have of altering the resistance interposed
between the battery and the lamp, I can diminish or increase the light from
the lamp, first making the shadow it illuminates too light and then too dark
compared with the other shadow, which is illuminated by the colored light.
Evidently there is some position in which the shadows are equally
luminous. When that point is reached, I can read off the current which is
passing through the lamp, and having previously standardized it for each
increment of current, I know what amount of light is given out. This value
of the incandescence lamp I can use as an ordinate to a curve, the scale
number which marks the position of the color in the spectrum being the
abscissa. This can be done for each part of the spectrum, and so a complete
curve can be constructed, which we call the illumination curve of the
spectrum of the light under consideration.

Now, when we are working in the laboratory with a steady light, we may be
at ease with this method, but when we come to working with light such as
the sun, in which there may be constant variation, owing to passing, and
may be usually imperceptible, mist, we are met with a difficulty; and in
order to avoid this, General Festing and myself substituted another method,
which I will now show you. We made the comparison light part of the light
we were measuring. Light which enters the collimating lens partly passes
through the prisms and is partly reflected from the first surface of the prism;
that we utilize, thus giving a second shadow. The reflected rays from P1 fall
on G, a silver on glass mirror. They are collected by L5, and form a white
image of the prism also at F.

The method we can adopt of altering the intensity of the comparison light is
by means of rotating sectors, which can be opened or closed at will, and the
two shadows thus made equally luminous. [Shown.] But although this is an

excellent plan for some purposes, we have found it better to adopt a
different method. You will recollect that the brightest part of the spectrum is
in the yellow, and that it falls off in brightness on each side, so instead of
opening and closing the sectors, they are set at fixed intervals, and the slit is
moved in front of the spectrum, just making the shadow cast by the
reflected beam too dark or too light, and oscillating between the two till
equality is discovered. The scale number is then noted, and the curve
constructed as before. It must be remembered that, on each side of the
yellow, equality can be established.

This method of securing a comparison light is very much better for sun
work than any other, as any variation in the light whose spectrum is to be
measured affects the comparison light in the same degree. Thus, suppose I
interpose an artificial cloud before the slit of the spectroscope, having
adjusted the two shadows, it will be seen that the passage of steam in front
of the slit does not alter the relative intensities; but this result must be
received with caution. [The lecturer then proceeded to point out the contrast
colors that the shadow of the rod illuminated by white light assumed.]

I must now make a digression. It must not be assumed that every one has
the same sense of color, otherwise there would be no color blindness. Part
of the researches of General Festing and myself have been on the subject of
color blindness, and these I must briefly refer to. We test all who come by
making them match the luminosity of colors with white light, as I have now
shown you. And as a color blind person has only two fundamental color
perceptions instead of three, his matching of luminosities is even more
accurate than is that made by those whose eyes are normal or nearly
normal. It is curious to note how many people are more or less deficient in
color perception. Some have remarked that it is impossible that they were
color blind and would not believe it, and sometimes we have been staggered
at first with the remarkable manner in which they recognized color to which
they ultimately proved deficient in perception. For instance, one gentleman
when I asked him the name of a red color patch, said it was sunset color. He
then named green and blue correctly, but when I reverted to the red patch he
said green.

On testing further, he proved totally deficient in the color perception of red,
and with a brilliant red patch he matched almost a black shadow. The
diagram shows you the relative perceptions in the spectrum of this
gentleman and myself. There are others who only see three-quarters, others
half, and others a quarter the amount of red that we see, while some see
none. Others see less green and others less violet, but I have met with no
one that can see more than myself or General Festing, whose color
perceptions are almost identical. Hence we have called our curve of
illumination the "normal curve."

We have tested several eminent artists in this manner, and about one half of
the number have been proved to see only three quarters of the amount of
red which we see. It might be thought that this would vitiate their powers of
matching color, but it is not so. They paint what they see; and although they
see less red in a subject, they see the same deficiency in their pigments;
hence they are correct. If totally deficient, the case of course would be
different.

Let us carry our experiments a step further, and see what effect what is
known as a turbid medium has upon the illuminating value of different parts
of the spectrum. I have here water which has been rendered turbid in a very
simple manner. In it has been very cautiously dropped an alcoholic solution
of mastic. Now mastic is practically insoluble in water, and directly the
alcoholic solution comes in contact with the water it separates out in very
fine particles, which, from their very fineness, remain suspended in the
water. I propose now to make an experiment with this turbid water.

I place a glass cell containing water in front of the slit, and on the screen I
throw a patch of blue light. I now change it for turbid water in a cell. This
thickness much dims the blue; with a still greater thickness the blue has
almost gone. If I measure the intensity of the light at each operation, I shall
find that it diminishes according to a certain law, which is of the same
nature as the law of absorption. For instance, if one inch diminishes the
light one half, the next will diminish it half of that again, the next half of
that again, while the fourth inch will cause a final diminution of the total
light of one sixteenth. If the first inch allows only one quarter of the light,

the next will only allow one sixteenth, and the fourth inch will only permit
1/256 part to pass.

Let us, however, take a red patch of light and examine it in the same way.
We shall find that, when the greater thickness of the turbid medium we used
when examining the blue patch of light is placed in front of the slit, much
more of this light is allowed to pass than of the blue. If we measure the
light, we shall find that the same law holds good as before, but that the
proportion which passes is invariably greater with the red than the blue. The
question then presents itself: Is there any connection between the amounts
of the red and the blue which pass?

Lord Rayleigh, some years ago, made a theoretical investigation of the
subject. But, as far as I am aware, no definite experimental proof of the
truth of the theory was made till it was tested last year by General Festing
and myself. His law was that for any ray, and through the same thickness,
the light transmitted varied inversely as the fourth power of the wave
length. The wave length 6,000 lies in the red, and the wave length 4,000 in
the violet. Now 6,000 is to 4,000 as 3 to 2, and the fourth powers of these
wave lengths are as 81 to 16, or as about 5 to 1. If, then, the four inches of
our turbid medium allowed three quarters of this particular red ray to be
transmitted, they would only allow (¾)5, or rather less than one fourth, of
the blue ray to pass.

Now, this law is not like the law of absorption for ordinary absorbing
media, such as colored glass for instance, because here we have an
increased loss of light running from the red to the blue, and it matters not
how the medium is made turbid, whether by varnish, suspended sulphur, or
what not. It holds in every case, so long as the particles which make the
medium turbid are small enough. And please to recollect that it matters not
in the least whether the medium which is rendered turbid is solid, liquid, or
air. Sulphur is yellow in mass, and mastic varnish is nearly white, while
tobacco smoke when condensed is black, and very minute particles of water
are colorless; it matters not what the color is, the loss of light is always the
same. The result is simply due to the scattering of light by fine particles,
such particles being small in dimensions compared with a wave of light.
Now, in this trough is suspended 1/1000 of a cubic inch of mastic varnish,

and the water in it measures about 100 cubic inches, or is 100,000 times
more in bulk than the varnish. Under a microscope of ordinary power it is
impossible to distinguish any particles of varnish; it looks like a
homogeneous fluid, though we know that mastic will not dissolve in water.

Now a wave length in the red is about 1/40000 of an inch, and a little
calculation will show that these particles are well within the necessary
limits. Prof. Tyndall has delighted audiences here with an exposition of the
effect of the scattering of light by small particles in the formation of
artificial skies, and it would be superfluous for me to enter more into that.
Suffice it to say that when particles are small enough to form the artificial
blue sky, they are fully small enough to obey the above law, and that even
larger particles will suffice. We may sum up by saying that very fine
particles scatter more blue light than red light, and that consequently more
red light than blue light passes through a turbid medium, and that the rays
obey the law prescribed by theory.

I will exemplify this once more by using the whole spectrum and placing
this cell, which contains hyposulphite of soda in solution in water, in front
of the slit. By dropping in hydrochloric acid, the sulphur separates out in
minute particles; and you will see that, as the particles increase in number,
the violet, blue, green, and yellow disappear one by one and only red is left,
and finally the red disappears itself.

Now let me revert to the question why the sun is red at sunset. Those who
are lovers of landscape will have often seen on some bright summer's day
that the most beautiful effects are those in which the distance is almost of a
match to the sky. Distant hills, which when viewed close to are green or
brown, when seen some five or ten miles away appear of a delicate and
delicious, almost of a cobalt, blue color. Now, what is the cause of this
change in color? It is simply that we have a sky formed between us and the
distant ranges, the mere outline of which looms through it. The shadows are
softened so as almost to leave no trace, and we have what artists call an
atmospheric effect. If we go into another climate, such as Egypt or among
the high Alps, we usually lose this effect. Distant mountains stand out crisp
with black shadows, and the want of atmosphere is much felt. [Photographs
showing these differences were shown.] Let us ask to what this is due. In

such climates as England there is always a certain amount of moisture
present in the atmosphere, and this moisture may be present as very minute
particles of water—so minute indeed that they will sink down in an
atmosphere of normal density—or as vapor. When present as vapor the air
is much more transparent, and it is a common expression to use, that when
distant hills look "so close" rain may be expected shortly to follow, since
the water is present in a state to precipitate in larger particles. But when
present as small particles of water the hills look very distant, owing to what
we may call the haze between us and them. In recent weeks every one has
been able to see very multiplied effects of such haze. The ends of long
streets, for instance, have been scarcely visible, though the sun may have
been shining, and at night the long vistas of gas lamps have shown light
having an increasing redness as they became more distant. Every one
admits the presence of mist on these occasions, and this mist must be
merely a collection of intangible and very minute particles of suspended
water. In a distant landscape we have simply the same or a smaller quantity
of street mist occupying, instead of perhaps 1,000 yards, ten times that
distance. Now I would ask, What effect would such a mist have upon the
light of the sun which shone through it?

It is not in the bounds of present possibility to get outside our atmosphere
and measure by the plan I have described to you the different illuminating
values of the different rays, but this we can do: First, we can measure these
values at different altitudes of the sun, and this means measuring the effect
on each ray after passing through different thicknesses of the atmosphere,
either at different times of day or at different times of the year, about the
same hour. Second, by taking the instrument up to some such elevation as
that to which Langley took his bolometer at Mount Whitney, and so to leave
the densest part of the atmosphere below us.

FIG. 2.—RELATIVE LUMINOSITIES.

Now, I have adopted both these plans. For more than a year I have taken
measurements of sunlight in my laboratory at South Kensington, and I have
also taken the instrument up to 8,000 feet high in the Alps, and made
observations there, and with a result which is satisfactory in that both sets
of observations show that the law which holds with artificially turbid media
is under ordinary circumstances obeyed by sunlight in passing through our
air: which is, you will remember, that more of the red is transmitted than of
the violet, the amount of each depending on the wave length. The
luminosity of the spectrum observed at the Riffel I have used as my
standard luminosity, and compared all others with it. The result for four
days you see in the diagram.

I have diagrammatically shown the amount of different colors which
penetrated on the same days, taking the Riffel as ten. It will be seen that on
December 23 we have really very little violet and less than half the green,
although we have four fifths of the red.

The next diagram before you shows the minimum loss of light which I have
observed for different air thicknesses. On the top we have the calculated
intensities of the different rays outside our atmosphere. Thus we have that
through one atmosphere, and two, three, and four. And you will see what
enormous absorption there is in the blue end at four atmospheres. The areas
of these curves, which give the total luminosity of the light, are 761, 662,
577, 503, and 439; and if observed as astronomers observe the absorption of
light, by means of stellar observations, they would have had the values,
761, 664, 578, 504, and 439—a very close approximation one to the other.

Next notice in the diagram that the top of the curve gradually inclines to go
to the red end of the spectrum as you get the light transmitted through more
and more air, and I should like to show you that this is the case in a
laboratory experiment. Taking a slide with a wide and long slot in it, a
portion is occupied by a right angled prism, one of the angles of 45° being
toward the center of the slot. By sliding this prism in front of the spectrum I
can deflect outward any portion of the spectrum I like, and by a mirror can
reflect it through a second lens, forming a patch of light on the screen
overlapping the patch of light formed by the undeflected rays. If the two
patches be exactly equal, white light is formed. Now, by placing a rod as
before in front of the patch, I have two colored stripes in a white field, and
though the background remains of the same intensity of white, the
intensities of the two stripes can be altered by moving the right angled
prism through the spectrum. The two stripes are now apparently equally
luminous, and I see the point of equality is where the edge of the right
angled prism is in the green. Placing a narrow cell filled with our turbid
medium in front of the slit, I find that the equality is disturbed, and I have to
allow more of the yellow to come into the patch formed by the blue end of
the spectrum, and consequently less of it in the red end. I again establish
equality. Placing a thicker cell in front, equality is again disturbed, and I
have to have less yellow still in the red half, and more in the blue half. I
now remove the cell, and the inequality of luminosity is still more glaring.
This shows, then, that the rays of maximum luminosity must travel toward
the red as the thickness of the turbid medium is increased.

The observations at 8,000 feet, here recorded, were taken on September 15,
at noon, and of course in latitude 46° the sun could not be overhead, but had

to traverse what would be almost exactly equivalent to the atmosphere at
sea level. It is much nearer the calculated intensity for no atmosphere
intervening than it is for one atmosphere. The explanation of this is easy.
The air is denser at sea level than at 8,000 feet up, and the lower stratum is
more likely to hold small water particles or dust in suspension than is the
higher.

FIG. 3.—PROPORTIONS OF TRANSMITTED COLORS.

For, however small the particles may be, they will have a greater tendency
to sink in a rare air than in a denser one, and less water vapor can be held
per cubic foot. Looking, then, from my laboratory at South Kensington, we
have to look through a proportionately larger quantity of suspended
particles than we have at a high altitude when the air thicknesses are the
same. And consequently the absorption is proportionately greater at sea
level that at 8,000 feet high. This leads us to the fact that the real intensity
of illumination of the different rays outside the atmosphere is greater than it
is calculated from observations near sea level. Prof. Langley, in this theater,
in a remarkable and interesting lecture, in which he described his journey

up Mount Whitney to about 12,000 feet, told us that the sun was really blue
outside our atmosphere, and at first blush the amount of extra blue which he
deduced to be present in it would, he thought, make it so. But though he
surmised the result from experiments made with rotating disks of colored
paper, he did not, I think, try the method of using pure colors, and
consequently, I believe, slightly exaggerated the blueness which would
result.

I have taken Prof. Langley's calculations of the increase of intensity for the
different rays, which I may say do not quite agree with mine, and I have
prepared a mask which I can place in the spectrum, giving the different
proportions of each ray as calculated by him, and this when placed in front
of the spectrum will show you that the real color of sunlight outside the
atmosphere, as calculated by Langley, can scarcely be called bluish.
Alongside I place a patch of light which is very closely the color of sunlight
on a July day at noon in England. This comparison will enable you to gauge
the blueness, and you will see that it is not very blue, and, in fact, not bluer
perceptibly than that we have at the Riffel, the color of the sunlight at which
place I show in a similar way. I have also prepared some screens to show
you the value of sunlight after passing through five and ten atmospheres.
On an ordinary clear day you will see what a yellowness there is in the
color. It seems that after a certain amount of blue is present in white light,
the addition of more makes but little difference in the tint. But these last
patches show that the light which passes through the atmosphere when it is
feebly charged with particles does not induce the red of the sun as seen
through a fog. It only requires more suspended particles in any thickness to
induce it.

In observations made at the Riffel, and at 14,000 feet, I have found that it is
possible to see far into the ultra-violet, and to distinguish and measure lines
in the sun's spectrum which can ordinarily only be seen by the aid of a
fluorescent eye piece or by means of photography. Circumstantial evidence
tends to show that the burning of the skin, which always takes place in these
high altitudes in sunlight, is due to the great increase in the ultra-violet rays.
It may be remarked that the same kind of burning is effected by the electric
arc light, which is known to be very rich in these rays.

Again, to use a homely phrase, "You cannot eat your cake and have it." You
cannot have a large quantity of blue rays present in your direct sunlight and
have a luminous blue sky. The latter must always be light scattered from the
former. Now, in the high Alps you have, on clear day, a deep blue-black sky,
very different indeed from the blue sky of Italy or of England; and as it is
the sky which is the chief agent in lighting up the shadows, not only in
those regions do we have dark shadows on account of no intervening—what
I will call—mist, but because the sky itself is so little luminous. In an
artistic point of view this is important. The warmth of an English landscape
in sunlight is due to the highest lights being yellowish, and to the shadows
being bluish from the sky light illuminating them. In the high Alps the high
lights are colder, being bluer, and the shadows are dark, and chiefly
illuminated by reflected direct sunlight. Those who have traveled abroad
will know what the effect is. A painting in the Alps, at any high elevation, is
rarely pleasing, although it may be true to nature. It looks cold, and
somewhat harsh and blue.

In London we are often favored with easterly winds, and these, unpleasant
in other ways, are also destructive of that portion of the sunlight which is
the most chemically active on living organisms. The sunlight composition
of a July day may, by the prevalence of an easterly wind, be reduced to that
of a November day, as I have proved by actual measurement. In this case it
is not the water particles which act as scatterers, but the carbon particles
from the smoke.

Knowing, then, the cause of the change in the color of sunlight, we can
make an artificial sunset, in which we have an imitation light passing
through increasing thicknesses of air largely charged with water particles.
[The image of a circular diaphragm placed in front of the electric light was
thrown on the screen in imitation of the sun, and a cell containing
hyposulphite of soda placed in the beam. Hydrochloric acid was then
added; as the fine particles of sulphur were formed, the disk of light
assumed a yellow tint, and as the decomposition of the hyposulphite
progressed, it assumed an orange and finally a deep red tint.] With this
experiment I terminate my lecture, hoping that in some degree I have
answered the question I propounded at the outset—why the sun is red when
seen through a fog.

[1]
Lecture delivered by Capt. W. De W. Abney, R.E., P.B.S., at the
Royal Institution, on February 25, 1887.—Nature.

THE WAVE THEORY OF SOUND
CONSIDERED.
By HENRY. A. MOTT, Ph.D., LL.D.

Before presenting any of the numerous difficulties in the way of accepting
the wave theory of sound as correct, it will be best to briefly represent its
teachings, so that the reader will see that the writer is perfectly familiar with
the same.

The wave theory of sound starts off with the assumption that the
atmosphere is composed of molecules, and that these supposed molecules
are free to vibrate when acted upon by a vibrating body. When a tuning
fork, for example, is caused to vibrate, it is assumed that the supposed
molecules in front of the advancing fork are crowded closely together, thus
forming a condensation, and on the retreat of the fork are separated more
widely apart, thus forming a rarefaction. On account of the crowding of the
molecules together to form the condensation, the air is supposed to become
more dense and of a higher temperature, while in the rarefaction the air is
supposed to become less dense and of lower temperature; but the heat of the
condensation is supposed to just satisfy the cold of the rarefaction, in
consequence of which the average temperature of the air remains
unchanged.

The supposed increase of temperature in the condensation is supposed to
facilitate the transference of the sound pulse, in consequence of which,
sound is able to travel at the rate of 1,095 feet a second at 0°C., which it
would not do if there was no heat generated.

In other words, the supposed increase of temperature is supposed to add 1/6
to the velocity of sound.

If the tuning fork be a Koenig C3 fork, which makes 256 full vibrations in
one second, then there will be 256 sound waves in one second of a length of

1095/256 or 4.23 feet, so that at the end of a second of time from the
commencement of the vibration, the foremost wave would have reached a
distance of 1,095 feet, at 0°C.

The motion of a sound wave must not, however, be confounded with the
motion of the molecules which at any moment form the wave; for during its
passage every molecule concerned in its transference makes only a small
excursion to and fro, the length of the excursion being the amplitude of
vibration, on which the intensity of the sound depends.

Taking the same tuning fork mentioned above, the molecule would take
1/256 of a second to make a full vibration, which is the length of time it
takes for the pulse to travel the length of the sound wave.

For different intensities, the amplitude of vibration of the molecule is
roughly 1/50 to 1/1000000 of an inch. That is to say, in the case of the same
tuning fork, the molecules it causes to vibrate must either travel a distance
of 1/56 or 1/1000000 of an inch forward and back in the 1/256 of a second
or in one direction in the 1/512 of a second.

I might further state that the pitch of the sound depends on the number of
vibrations and the intensity, as already indicated by the amplitude of stroke
—the timbre or quality of the sound depending upon factors which will be
clearly set forth as we advance.

Having now clearly and correctly represented the wave theory of sound,
without touching the physiological effect perceived by means of the ear, we
will proceed to consider it.

We must first consider the state in which the supposed molecules exist in
the air, before making progress.

The present science teaches that the diameter of the supposed molecules of
the air is about 1/250000000 of an inch (Tait); that the distance between the
molecules is about 8/100000 of an inch; that the velocity of the molecules is
about 1,512 feet a second at O°C., in its free path; that the number of
molecules in a cubic inch at O°C. is 3,505,519,800,000,000,000 or 35
followed by 17 ciphers (35)17; and that the number of collisions per second

that the molecules make is, according to Boltzmann, for hydrogen,
17,700,000,000, that is to say, a hydrogen molecule in one second has its
course wholly changed over seventeen billion times. Assuming seventeen
billion or million to be right for the supposed air molecules, we have a very
interesting problem to consider.

The wave theory of sound requires, if we expect to hear sound by means of
a C3 fork of 256 vibrations, that the molecules of the air composing the
sound wave must not be interfered with in such a way as to prevent them
from traveling a distance of at least 1/50 to 1/1000000 of an inch forward
and back in the 1/256 of a second. The problem we have to explain is, how
a molecule traveling at the rate of 1,512 feet a second through a mean path
of 8/100000 of an inch, and colliding seventeen billion or million times a
second, can, by the vibration of the C3 fork, be made to vibrate so as to
have a pendulous motion for 1/256 of a second and vibrate through a
distance of 1/50 to the 1/1000000 of an inch without being changed or mar
its harmonic motion.

It is claimed that the range of sound lies between 16 vibrations and 30,000
(about); in such extreme cases the molecules would require 1/16 and
1/30000 of a second to perform the same journey.

It must not be forgotten that a mass moving through a given distance has the
power of doing work, and the amount of energy it will exercise will depend
on its velocity. Now, a molecule of oxygen or nitrogen, according to
modern science, is a mass 1/250000000 of an inch in diameter, and an
oxygen molecule has been calculated to weigh 0.0000000054044 ounce.
Taking this weight traveling with a velocity of 1,512 feet a second through
an average distance of 8/100000 of an inch, the battering power or
momentum it would have can be shown to be in round numbers capable of
moving 1/200000 of an ounce.

Now, when the C3 tuning fork has been vibrating for some time, but still
sounding audibly, Prof. Carter determined that its amplitude of stroke was
only the 1/17000 of an inch, or its velocity of motion was at the rate of 1/33
of an inch in one second, or one inch in 33 seconds (over half a minute), or
less than one foot in one hour.

Assuming one prong to weigh two ounces, we have a two-ounce mass
moving 1/17000 of an inch with a velocity of 1/33 of an inch in one second.
The prong, then, has a momentum or can exercise an amount of energy
equivalent to 1/200 of an ounce, or can overcome the momentum of 1,000
molecules.

It would be difficult to discover not only how a locust can expend sufficient
energy to impart to molecules of the air, so as to set them in a forced
vibration, and thus enable a pulse of the energy imparted to control the
motion of the supposed molecules of the air for a mile in all directions, but
also to estimate the amount of energy the locust must expend.

According to the wave theory, a condensation and rarefaction are necessary
to constitute a sound wave. Surely, if a condensation is not produced, there
can be no sound wave! We have then no need to consider anything but the
condensation or compression of the supposed air molecules, which will
shorten the discussion. The property of mobility of the air and fluidity of
water are well known. In the case of water, which is almost incompressible,
this property is well marked, and unquestionably would be very nearly the
same if water were wholly incompressible. In the case of the air, it is
conceded by Tyndall, Thomson, Daniell, Helmholtz, and others that any
compression or condensation of the air must be well marked or defined to
secure the transmission of a sound pulse. The reason for this is on account
of this very property of mobility. Tyndall says: "The prong of the fork in its
swift advancement condenses the air." Thomson says: "If I move my hand
vehemently through the air, I produce a condensation." Helmholtz says:
"The pendulum swings from right to left with a uniform motion. Near to
either end of its path it moves slowly, and in the middle fast. Among
sonorous bodies which move in the same way, only very much faster, we
may mention tuning forks." Tyndall says again: "When a common
pendulum oscillates, it tends to form a condensation in front and a
rarefaction behind. But it is only a tendency; the motion is so slow, and the
air so elastic, that it moves away in front before it is sensibly condensed,
and fills the space behind before it can become sensibly dilated. Hence
waves or pulses are not generated by the pendulum." And finally, Daniell
says: "A vibrating body, before it can act as a sounding body, must produce
alternate compressions and rarefactions in the air, and these must be well

marked. If, however, the vibrating body be so small that at each oscillation
the surrounding air has time to flow round it, there is at every oscillation a
local rearrangement—a local flow and reflow of the air; but the air at a
distance is almost wholly unaffected by this."

Now, as Prof. Carter has shown by experiment that a tuning fork while still
sounding had only an amplitude of swing of 1/17000 of an inch, and only
traveled an aggregate distance of 1/33 of an inch in one second, or one inch
in 33 seconds, surely such a motion is neither "swift," "fast," nor
"vehement," and is unquestionably much "slower" than the motion of a
pendulum. We have only to consider one forward motion of the prong, and
if that motion cannot condense the air, then no wave can be produced; for
after a prong has advanced and stopped moving (no matter for how short a
time), if it has not compressed the air, its return motion (on the same side)
cannot do anything toward making a compression. If one such motion of
1/17000 of an inch in 1/512 of a second cannot compress the air, then the
remaining motions cannot. There is unquestionably a "union limit" between
mobility and compressibility, and unless this limit is passed, mobility holds
sway and prevents condensation or compression of the air; but when this
limit is passed by the exercise of sufficient energy, then compression of the
air results. Just imagine the finger to be moved through the air at a velocity
of one foot in one hour; is it possible that any scientist who considers the
problem in connection with the mobility of the air, could risk his reputation
by saying that the air would be compressed? Heretofore it was supposed
that a præong of a tuning fork was traveling fast because it vibrated so
many times in a second, never stopping to think that its velocity of motion
was entirely dependent upon the distance it traveled. At the start the prong
travels 1/20 of an inch, but in a short time, while still sounding, the distance
is reduced to 1/17000 of an inch. While the first motion was quite fast,
about 25 inches in a second, the last motion was only about 1/33 of an inch
in the same time, and is consequently 825 times slower motion. The
momentum of the prong, the amount of work it can do, is likewise
proportionately reduced.

Some seem to imagine, without thinking, that the elasticity of the air can
add additional energy. This is perfectly erroneous; for elasticity is a mere
property, which permits a body to be compressed on the application of a

force, and to be dilated by the exercise of the force stored up in it by the
compression. No property of the air can impart any energy. If the
momentum of a molecule or a series of molecules extending in all
directions for a mile is to be overcome so as to control the character of the
movements of the molecules, then sufficient external energy must be
applied to accomplish the task: and when we think that one cubic inch of air
contains 3,505,519,800,000,000,000 molecules, to say nothing about the
number in a cubic mile, which a locust can transmit sound through, we are
naturally compelled to stop and think whether the vibrations of supposed
molecules have anything or can have anything to do with the transference
of sound through the air.

If control was only had of the distance the vibrating molecule travels from
its start to the end of its journey, then only the intensity of the sound would
be under subjection; but if at every infinitesimal instant control was had of
its amplitude of swing, then the character, timbre, or quality of the sound is
under subjection. It is evident, then, that the blows normally given by one
molecule to another in their supposed constant bombardment must not be
sufficient to alter the character of vibration a molecule set in oscillation by a
sounding body must maintain, to preserve the timbre or quality of the sound
in process of transmission; for if any such alteration should take place, then,
naturally, while the pitch, and perhaps intensity, might be transmitted, the
quality of the sound would be destroyed.

Again, it is certain that no molecule can perform two sets of vibrations, two
separate movements, at the same time, any more than it can be in two
places at the same time.

When a band of music is playing, the molecule is supposed to make a
complex vibration, a resultant motion of all acting influences, which the ear
is supposed to analyze. It remains for the mathematician to show how a
molecule influenced by twenty or more degrees of applied energy, and
twenty or more required number of frequences of vibration at the same
time, can establish a resultant motion which will transmit the required pitch,
intensity, and timbre of each instrument.

When a molecule is acted on by various forces, a resultant motion is
unquestionably produced, but this would only tend to send the molecule

forward and back in one direction, and, in fact, a direction it might have
taken in the first place if hit properly.

How any resultant can be established as regards the time necessary for the
molecule to take so as to complete a full vibration for the note C11, which
requires 1/16 of a second, and for other notes up to C''''', which only
requires 1/4176 of a second, as when an orchestra is playing, is certainly
beyond human comprehension, if it is not beyond the "transcendental
mathematics" of the present day.

Unquestionably, the able mathematicians Lord Rayleigh, Stokes, or
Maxwell, if the problem was submitted to them, would start directly to
work, and deduce by so called "higher mathematics" the required motions
the molecules would have to undergo to accomplish this marvelous task—
the same as they have established the diameter of the supposed molecules,
their velocity, distance apart, and number of bombardments, without any
shadow of positive proof that any such things as molecules exist.

As S. Caunizzana has said: "Some of the followers of the modern school
push their faith to the borders of fanaticism; they often speak on molecular
subjects with as much dogmatic assurance as though they had actually
realized the ingenious fiction of Laplace, and had constructed a microscope
by which they could detect the molecule and count the number of its
constituent atoms."

Speaking of the "modern manufacturers of mathematical hypotheses,"
Mattieu Williams says: "It matters not to them how 'wild and visionary,'
how utterly gratuitous, any assumption may be, it is not unscientific
provided it can be vested in formulæ and worked out mathematically.

"These transcendental mathematicians are struggling to carry philosophy
back to the era of Duns Scotus, when the greatest triumph of learning was
to sophisticate so profoundly an obvious absurdity that no ordinary intellect
could refute it.... The close study of pure mathematics, by directing the
mind to processes of calculation rather than to phenomena, induces that
sublime indifference to facts which has characterized the purely
mathematical intellect of all ages."

Tyndall, however, states in all frankness, and without the aid of
mathematical considerations, that "when we try to visualize the motions of
the air having one thousand separate tones, to present to the eye of the mind
the battling of the pulses, direct and reverberated, the imagination retires
baffled at the attempt;" and he might have added, the shallowness and
fallacy of the wave theory of sound was made apparent. He, however, does
express himself as follows: "Assuredly, no question of science ever stood so
much in need of revision as this of the transmission of sound through the
atmosphere. Slowly but surely we mastered the question, and the further we
advance, the more plainly it appeared that our reputed knowledge regarding
it was erroneous from beginning to end."

Until physicists are willing to admit that the physical forces of nature are
objective things—actual entities, and not mere modes of motion—a full and
clear comprehension of the phenomena of nature will never be revealed to
them. The motion of all bodies, whether small or great, is due to the
entitative force stored up in them, and the energy they exercise is in
proportion to the stored-up force.

Tyndall says that "heat itself, its essence and quiddity, IS MOTION, AND
NOTHING ELSE." Surely, no scientist who considers what motion is can
admit such a fallacious statement, for motion is simply "position in space
changing;" it is a phenomenon, the result of the application of entitative
force to a body. It is no more an entity than shadow, which is likewise a
phenomenon. Motion, per se, is nothing and can do nothing in physics.
Matter and force are the two great entities of the universe—both being
objective things. Sound, heat, light, electricity, etc., are different forms of
manifestation of an all-pervading force element—substantial, yet not
material.

[NATURE.]

THE RELATION OF TABASHEER TO
MINERAL SUBSTANCES.
Mr. Thiselton Dyer has rendered a great service, not only to botanists, but
also to physicists and mineralogists, by recalling attention to the very
interesting substance known as "tabasheer." As he truly states, very little
fresh information has been published on the subject during recent years, a
circumstance for which I can only account by the fact that botanists may
justly feel some doubt as to whether it belongs to the vegetable kingdom,
while mineralogists seem to have equal ground for hesitation in accepting it
as a member of the mineral kingdom.

It is very interesting to hear that so able a physiologist as Prof. Cohn intends
to investigate the conditions under which living plants separate this
substance from their tissues. That unicellular algae, like the Diatomaceæ,
living in a medium which may contain only one part in 10,000 by weight of
dissolved silica, or even less than that amount, should be able to separate
this substance to form their exquisitely ornamented frustules is one of the
most striking facts in natural history, whether we regard it in its
physiological or its chemical aspects.

Sir David Brewster long ago pointed out the remarkable physical characters
presented by the curious product of the vegetable world known as
"tabasheer," though so far as I can find out it has not in recent years
received that attention from physicists which the experiments and
observations of the great Scotch philosopher show it to be worthy of.

Tabasheer seems to stand in the same relation to the mineral kingdom as do
ambers and pearls. It is in fact an opal formed under somewhat remarkable
and anomalous conditions which we are able to study; and in this aspect I
have for some time past been devoting a considerable amount of attention
to the minute structure of the substance by making thin sections and
examining them under the microscope. It may be as well, perhaps, to give a
short sketch of the information upon the subject which I have up to the

present time been able to obtain, and in this way to call attention to points
upon which further research seems to be necessary.

From time immemorial tabasheer has enjoyed a very high reputation in
Eastern countries as a drug. Its supposed medicinal virtues, like those of the
fossil teeth of China and the belemnites ("thunderbolts") of this country,
seem to have been suggested by the peculiarity of its mode of occurrence. A
knowledge of the substance was introduced into Western Europe by the
Arabian physicians, and the name by which the substance is generally
known is said to be of Arabic origin. Much of the material which under the
name of "tabasheer" finds its way to Syria and Turkey is said, however, to
be fictitious or adulterated.

In 1788 Dr. Patrick Russell, F.R.S., then resident at Vizagapatam, wrote a
letter to Sir Joseph Banks in which he gave an account of all the facts which
he had been able to collect with respect to this curious substance and its
mode of occurrence, and his interesting letter was published in the
Philosophical Transactions for 1790 (vol. lxxx., p. 273).

Tabasheer is said to be sometimes found among the ashes of bamboos that
have been set on fire (by mutual friction?). Ordinarily, however, it is sought
for by splitting open those bamboo stems which give a rattling sound when
shaken. Such rattling sounds do not, however, afford infallible criteria as to
the presence or absence of tabasheer in a bamboo, for where the quantity is
small it is often found to be closely adherent to the bottom and sides of the
cavity. Tabasheer is by no means found in all stems or in all joints of the
same stem of the bamboos. Whether certain species produce it in greater
abundance than others, and what is the influence of soil, situation, and
season upon the production of the substance, are questions which do not
seem as yet to have been accurately investigated.

Dr. Russell found that the bamboos which produce tabasheer often contain a
fluid, usually clear, transparent, and colorless or of greenish tint, but
sometimes thicker and of a white color, and at other times darker and of the
consistency of honey. Occasionally the thicker varieties were found passing
into a solid state, and forming tabasheer.

Dr. Russell performed the interesting experiment of drawing off the liquid
from the bamboo stem and allowing it to stand in stoppered bottles. A
"whitish, cottony sediment" was formed at the bottom, with a thin film of
the same kind at the top. When the whole was well shaken together and
allowed to evaporate, it left a residue of a whitish brown color resembling
the inferior kinds of tabasheer. By splitting up different joints of bamboo
Dr. Russell was also able to satisfy himself of the gradual deposition within
them of the solid tabasheer by the evaporation of the liquid solvent.

In 1791, Mr. James Louis Macie, F.R.S. (who afterward took the name of
Smithson), gave an account of his examination of the properties of the
specimens of tabasheer sent home by Dr. Russell (Phil. Trans., vol. lxxxi.,
1791, p. 368). These specimens came from Vellore, Hyderabad,
Masulipatam, and other localities in India. They were submitted to a
number of tests which induced Mr. Macie to believe that they consisted
principally of silica, but that before calcination some vegetable matter must
have been present. A determination of the specific gravity of the substance
by Mr. Macie gave 2.188 as the result. Another determination by Mr.
Cavendish gave 2.169.

In this same paper it is stated that a bamboo grown in a hot-house at
Islington gave a rattling noise, and on being split open by Sir Joseph Banks
yielded, not an ordinary tabasheer, but a small pebble about the size of half
a pea, externally of a dark brown or black color, and within of a reddish
brown tint. This stone is said to have been so hard as to cut glass, and to
have been in parts of a crystalline structure. Its behavior with reagents was
found to be different in many respects from that of the ordinary tabasheer;
and it was proved to contain silica and iron. The specimen is referred to in a
letter to Berthollet published in the Annales de Chimie for the same year
(October, 1791). There may be some doubt as to whether this specimen was
really of the nature of tabasheer. If such were the case, it would seem to
have been a tabasheer in which a crystalline structure had begun to be set
up.

In the year 1806, MM. Foureroy and Vauquelin gave an account of a
specimen of tabasheer brought from South America in 1804 by Humboldt
and Bonpland (Mem. de l'Inst., vol. vi., p. 382). It was procured from a

species of bamboo growing on the west of Pichincha, and is described as
being of a milk white color, in part apparently crystalline in structure, and in
part semi-transparent and gelatinous. It was seen to contain traces of the
vegetable structure of the plant from which it had been extracted. On
ignition it became black, and emitted pungent fumes.

An analysis of this tabasheer from the Andes showed that it contained 70
per cent. of silica and 30 per cent. of potash, lime, and water, with some
organic matter. It would, perhaps, be rash to conclude from this single
observation that the American bamboo produced tabasheer of different
composition from that of the Old World; but the subject is evidently one
worthy of careful investigation.

It was in the year 1819 that Sir David Brewster published the first account
of his long and important series of observations upon the physical
peculiarities of tabasheer (Phil. Trans., vol. cix., 1819, p. 283). The
specimens which he first examined were obtained from India by Dr.
Kennedy, by whom they were given to Brewster.

Brewster found the specimens which he examined to be perfectly isotropic,
exercising no influence in depolarizing light. When heated, however, it
proved to be remarkably phosphorescent. The translucent varieties were
found to transmit a yellowish and to reflect a bluish white light—or, in
other words, to exhibit the phenomenon of opalescence. When tabasheer is
slightly wetted, it becomes white and opaque; but when thoroughly
saturated with water, perfectly transparent.

By preparing prisms of different varieties of tabasheer, Brewster proceeded
to determine its refractive index, arriving at the remarkable result that
tabasheer "has a lower index of refraction than any other known solid or
liquid, and that it actually holds an intermediate place between water and
gaseous bodies!" This excessively low refractive power Brewster believes
to afford a complete explanation of the extraordinary behavior exhibited by
tabasheer when wholly or partially saturated with fluids. A number of
interesting experiments were performed by saturating the tabasheer with
oils of different refractive powers, and by heating it in various ways and
under different conditions, and also by introducing carbonaceous matter

into the minute pores of the substance by setting fire to paper in which
fragments were wrapped.

The mean of experiments undertaken by Mr. James Jardine, on behalf of
Brewster, for determining the specific gravity of tabasheer, gave as a result
2.235. From these experiments Brewster concluded that the space occupied
by the pores of the tabasheer is about two and a half times as great as that of
the colloid silica itself!

From this time forward Brewster seems to have manifested the keenest
interest in all questions connected with the origin and history of a substance
possessing such singular physical properties. By the aid of Mr. Swinton,
secretary to the government at Calcutta, he formed a large and interesting
collection of all the different varieties of tabasheer from various parts of
India. He also obtained specimens of the bamboo with the tabasheer in situ.
In 1828 he published an interesting paper on "The Natural History and
Properties of Tabasheer" (Edinburgh Journal of Science, vol. viii., 1828, p.
288), in which he discussed many of the important problems connected
with the origin of the substance. From his inquiries and observations,
Brewster was led to conclude that tabasheer was only produced in those
joints of bamboos which are in an injured, unhealthy, or malformed
condition, and that the siliceous fluid only finds its way into the hollow
spaces between the joints of the stem when the membrane lining the
cavities is destroyed or rent by disease.

Prof. Edward Turner, of the University of London, undertook an analysis of
tabasheer, the specimens being supplied from Brewster's collection
(Edinburgh Journal of Science, vol. viii., 1828, p. 335). His determinations
of the specific gravities of different varieties were as follows:
Chalky tabasheer. 2.189
Translucent tabasheer. 2.167
Transparent tabasheer. 2.160

All the varieties lose air and hygroscopic water at 100° C., and a larger
quantity of water and organic matter (indicated by faint smoke and an
empyreumatic odor) at a red heat. The results obtained were as follows:

Loss at 100° C. Loss at red heat.
Chalky tabasheer. 0.838 per cent. 1.277 per cent.
Translucent tabasheer. 1.620 " " 3.840 " "
Transparent tabasheer. 2.411 " " 4.518 " "

Dr. Turner found the ignited Indian tabasheer to consist almost entirely of
pure silica with a minute quantity of lime and vegetable matter. He failed to
find any trace of alkalies in it.

In 1855, Guibourt (Journ. de Pharm. [3], xxvii., 81, 161, 252; Phil. Mag,
[4], x., 229) analyzed a specimen of tabasheer having a specific gravity of
2.148. It gave the following result:
Silica. = 96.94
Potash and lime. = 0.13
Water. = 2.93
Organic matter. = trace

Guibourt criticised some of the conclusions arrived at by Brewster, and
sought to explain the source of the silica by studying the composition of
different parts of the bamboo. While the ashes of the wood contained
0.0612 of the whole weight of the wood, the pith was found to contain
0.448 per cent., the inner wood much less, and the greatest proportion
occurred in the external wood. On these determinations Guibourt founded a
theory of the mode of formation of tabasheer based on the suggestion that at
certain periods of its growth the bamboo needed less silica than at other
times, and that when not needed, the silica was carried inward and
deposited in the interior.

In the year 1857, D.W. Host van Tonningen, of Buitenzorg, undertook an
investigation of the tabasheer of Java, which is known to the natives of that
island under the name of "singkara" (Naturkundig Tijdschrift voor
Nederlandsch Indie, vol. xiii., 1857, p. 391). The specimens examined were
obtained from the Bambusa apus, growing in the Residency of Bantam. It is
described as resembling in appearance the Indian tabasheers. Its analysis
gave the following result:
Silica. = 86.387
Iron oxide. = 0.424
Lime. = 0.244

Potash. = 4.806
Organic matter. = 0.507
Water. = 7.632
------
Total. 100.000

Apart from the question of its singular mode of origin, however, and its
remarkable and anomalous physical properties, tabasheer is of much
interest to mineralogists and geologists. All the varieties hitherto examined,
with the exception of the peculiar one from the Andes, are in composition
and physical characters true opals. This is the case with all the Indian and
Java varieties. They consist essentially of silica in its colloidal form, the
water, lime, potash, and organic matter being as small and variable in
amount as in the mineral opals; and, as in them, these substances must be
regarded merely as mechanical impurities.

The tabasheers must be studied in their relations on the one hand with
certain varieties of the natural semi-opals, hydrophanes, beekites, and
floatstones, some of which they closely resemble in their physical
characters, and on the other hand with specimens of artificially deposited
colloid silica formed under different conditions. Prof. Church, who has so
successfully studied the beekites, informs me that some of those remarkable
bodies present singular points of analogy with tabasheer.

By the study of thin sections I have, during several years, been endeavoring
to trace the minute structure of some of these substances. In no class of
materials is it more necessary to guard one's self against errors of
observation arising from changes induced in the substance during the
operations which are necessary to the preparation of transparent sections of
hard substances. Unfortunately, too, it is the custom of the natives to
prepare the substance for the market by an imperfect calcination, and
hitherto I have only been able to study specimens procured in the markets
which have been subjected to this process. It is obviously desirable, before
attempting to interpret the structures exhibited, under the microscope, to
compare the fresh and uncalcined materials with those that have been more
or less altered by heat.

Tabasheer would seem, from Brewster's experiments, to be a very intimate
admixture of two and a half parts of air with one part of colloidal silica. The

interspaces filled with air appear, at all events, in most cases, to be so
minute that they cannot be detected by the highest powers of the
microscope which I have been able to employ. It is this intimate admixture
of a solid with a gas which probably gives rise to the curious and
anomalous properties exhibited by this singular substance.

The ultra-microscopical vesicles filled with air in all probability give rise to
the opalescence which is so marked a property of the substance. Their size
is such as to scatter and throw back the rays at the blue end of the spectrum
and to transmit those at the red end.

When the vesicles of the substance are filled with Canada balsam, and a
thin slice is cut from it, this opalescence comes out in the most striking
manner. Very thin sections are of a rich orange yellow by transmitted light,
and a delicate blue tint by reflected light. I do not know of any substance
which in such thin films displays such striking opalescence.

That the excessively low refractive power of tabasheer is connected with
the mechanical admixture of the colloidal silica with air seems to be proved
by the experiments of Brewster, showing that with increase of density there
was an increase in the refractive index from 1.111 in specimens of the
lowest specific gravity to 1.182 in those of the highest specific gravity.
Where the surface was hard and dense, Brewster found the refractive index
to approach that of semi opal. The wonderful thing is that a substance so
full of cavities containing gas should nevertheless be transparent.

By the kindness of Mr. F. Rutley, F.G.S., I am able to supply a drawing
taken from one of my sections of tabasheer.

The accompanying woodcut gives some idea of the interesting structures
exhibited in some sections of tabasheer, though much of the delicacy and
fidelity of the original drawing has been lost in transferring it to the wood.

In this particular case, the faint punctation of the surface may possibly
indicate the presence of air vesicles of a size sufficiently great to be visible
under the microscope. But in many other instances I have failed to detect
any such indication, even with much higher powers. The small ramifying
tubules might at first sight be taken for some traces of a vegetable tissue,

but my colleague, Dr. Scott, assures me that they do not in the least
resemble any tissue found in the bamboo. I have myself no doubt that it is
an inorganic structure. It is not improbably analogous to the peculiar
ramifying tubules formed in a solution of water glass when a crystal of
copper sulphate is suspended in it, as shown by Dr. Heaton (Proc. Brit.
Assoc., 1869, p. 127). Similar forms also occur on a larger scale in some
agates, and the artificial cells of Traube may probably be regarded as
analogous phenomena.

The aggregates of globular bodies seen in the section so greatly resemble
the globulites of slags and natural glasses, and in their arrangement so
forcibly recall the structures seen in the well known pitchstone of
Corriegills in Arran, that one is tempted to regard them as indicating the
beginnings of the development of crystalline structure in the tabasheer. But
I have good grounds for believing the structure to have a totally different
origin. They seem in fact to be the portions of the mass which the fluid
Canada balsam has not succeeded in penetrating. By heating they may be
made to grow outward, and as more balsam is imbibed they gradually
diminish, and finally disappear.

I must postpone till a future occasion a discussion of all the structures of
this remarkable substance and of the resemblances and differences which
they present to the mineral opals on the one hand, and to those of the opals
of animal origin found in sponge spicules, radiolarians, and the rocks
formed from them, some of which have recently been admirably
investigated by Dr. G.J. Hinde (Phil. Trans., 1885, pp. 425-83).

I cannot, however, but think that it would be of the greatest service to
botanists, physicists, and mineralogists alike, if some resident in India
would resume the investigations so admirably commenced by Dr. Patrick
Russell nearly a century ago; and it is in the hope of inducing some one to
undertake this task that I have put together these notes. There are certain
problems with regard to the mode of occurrence of this singular substance
which could only be solved by an investigator in the country where it is
found.

SECTION OF INDIAN TABASHEER, SEEN WITH A MAGNIFYING
POWER OF 250 DIAMETERS.

Most parcels of the commercial tabasheer appear to contain different
varieties, from the white, opaque, chalk like forms through the translucent
kinds to those that are perfectly transparent. It would be of much interest if
the exact relation and modes of origin of these different varieties could be
traced. It would also be important to determine if Brewster was right in his
conclusion that the particular internodes of a bamboo which contain
tabasheer always have their inner lining tissue rent or injured. The repetition
of Dr. Russell's experiment of drawing off the liquids from the joints of
bamboos and allowing them to evaporate is also greatly to be desired. My
colleague, Prof. Rucker, F.R.S., has kindly undertaken to re-examine the
results arrived at by Brewster in the light of more recent physical
investigations, and I doubt not that some of the curious problems suggested
by this very remarkable substance may ere long find a solution.

JOHN W. JUDD.

THE EDIBLE EARTH OF JAVA.
In 1883 Mr. Hekmeyer, pharmaceutist in chief of the Dutch Indies,
exhibited at Amsterdam some specimens of Javanese edible earth, both in a
natural state and in the form of various natural objects. A portion of this
collection he has placed at our disposal, and has given us some information
regarding its nature, use, etc.

These clays, which are eaten not only in Java, but also in Sumatra, New
Caledonia, Siberia, Guiana, Terra del Fuego, etc., are essentially composed
of silex, alumina, and water in variable proportions, and are colored with
various metallic oxides. They are in amorphous masses, are unctuous to the
touch, stick to the tongue, and form a fine, smooth paste with water. The
natives of Java and Sumatra prepare them in a peculiar way. They free them
of foreign substances, spread them out in thin sheets, which they cut into
small pieces and parch in an iron saucepan over a coal fire.

Each of these little cakes, when shrunken up into a little roll, looks
somewhat like a grayish or reddish fragment of cinnamon bark. The clay is
also formed into imitations of various objects.

We have tasted this Javanese dainty, and we must very humbly confess that
we have found nothing attractive in the earthy and slightly empyreumatic
taste of this singular food. However, a sweet and slightly aromatic taste that
follows the first impression is an extenuating circumstance.

According to the account given by Labillardiere, confirmed by the
information given by Mr. Hekmeyer, the figures are often craunched by
women and children, to the latter of whom they serve as dolls, toys, and
even money-boxes, as shown by the slits formed in the upper part of the
larger objects, which are usually hollow.

We have not sufficient documents to carry us back to the origin of that
tradition that would have it that the human form has been given to certain
food preparations from remote times. Savants will not be slow to see in this

a vague relic of the horrible festivities that succeeded human sacrifices
among primitive peoples. For want of prisoners and of designated victims, a
symbolic representation would have gradually developed, and been kept up,
though losing its religious character. We merely call brief attention to this
obscure problem, not having the pretension to solve it.—Revue
d'Ethnographie.

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