And then the common notion is that a cannon-ball travels in the curve

called a parabola, and that artillerists have nothing to do but to

calculate all about this parabola, and to deduce the range from

the initial velocity according to some simple principles depending

on the properties of the curve. All this is founded on a complete

misapprehension of the true difficulties in the way of the problem.

Only projectiles thrown with small velocity from the earth travel in

parabolic paths. A cannon-ball follows a wholly different kind of

curve. The resistance of the air, which seems to most persons a wholly

insignificant item in the inquiry, is so enormous in the case of a

cannon-ball as to become by far the most important difficulty in the

way of the practical artillerist. When a 250-lb. shot is hurled with

such force from a gun as to cover a range of six miles, the resistance

of the air is about forty times the weight of the ball—that is, is

equivalent to a weight of upwards of four tons. The range in such a

case as this is but a small fraction of that which would be given by

the ordinary parabolic theory.

As regards artillery practice in war, there are other difficulties in

the attainment of a very extended range. Cannon meant for battering

down forts cannot possibly be used in the same way that Whitworth’s was

used at Shoeburyness. If the shot flung from this gun at an elevation

of thirty-three degrees could have been watched, it would have been

found that it fell to the earth at a much greater angle—that is, much

more nearly in a perpendicular direction. On the ordinary parabolic

theory, of course, the angle of fall would be the same as the angle

of elevation, but under actual circumstances there is an important

difference. If forts are to be battered down, however, it will not

serve that they should be struck from above; our artillerists must

perforce keep to the old method of pounding away at the face of the

forts they attack. Therefore, an elevation which is all very well for

mortars—that is, when the question merely is of flinging a bomb into a

town or fortress—is utterly unsuited for ordinary artillery. With an

elevation of ten degrees, Whitworth’s cannon scarcely projected the

250-lb. shot to a distance of three miles.

The progress of the modern science of gunnery certainly tends to

increase the distance at which armies will engage each other. With

field artillery flinging shot to a distance of two or three miles,

and riflemen able to make tolerably sure practice at a distance

of three-quarters of a mile, we are not likely often to hear of

hand-to-hand conflicts in future warfare. The use of breech-loaders

will also tend to the same effect. Hitherto we have scarcely had

experience of the results which these changes are to produce on modern

warfare. At Sadowa breech-loaders did not encounter breech-loaders,

and it was easy for the victors in that battle to come to close

quarters with their enemies. But in a battle where both sides are armed

with breech-loaders, we shall probably see another sort of affair

altogether. The bayonet will be an almost useless addition to the

soldier’s arms; a charge of cavalry upon well-armed infantry will be

almost as hopeless as the famous Balaclava charge; and the artillery

on either side will have to play a game at long bowls. I venture to

anticipate that the first great European war will introduce a total

change into the whole system of warlike manœuvres.[14]

(From the _Daily News_, November 1868.)

_INFLUENCE OF MARRIAGE ON THE DEATH-RATE._

The Royal Commission on the Law of Marriage has attracted attention

to many singular and instructive results of modern statistical

inquiry. Not the least important of these is the apparent influence

of marriage on the death-rate. For several years it has been noticed

by statisticians that the death-rate of unmarried men is considerably

higher than the death-rate of married men and widowers. I believe that

Dr. Stark, Registrar-General for Scotland, was one of the first to

call attention to this peculiarity, as evidenced by the results of two

years’ returns for Scotland. But the law has since been confirmed by a

far wider range of statistical inquiry. The relative proportion between

the death-rates of the married and of the unmarried is not absolutely

uniform in different countries, but it is fairly enough represented

by the following table, which exhibits the mortality per thousand of

married and unmarried men in Scotland:—

Ages. Husbands and Widowers. Unmarried.

20 to 25 6·26 12·31

25 to 80 8·23 14·94

30 to 35 8·65 15·94

35 to 40 11·67 16·02

40 to 45 14·07 18·35

45 to 50 17·04 21·18

50 to 55 19·54 26·34

55 to 60 26·14 28·54

60 to 65 35·63 44·54

65 to 70 52·93 60·21

70 to 75 81·56 102·71

75 to 80 117·85 143·94

80 to 85 173·88 195·40

From this table we are to understand that out of one hundred thousand

married persons (including widowers) from 20 to 25 years old, 626 die

in the course of each year; while out of a similar number of unmarried

persons, between the same ages, no less than 1,231 die in each

year. And in like manner all the other lines of the table are to be

interpreted.

Commenting on the evidence supplied by the above figures, Dr.

Stark stated that ‘bachelorhood is more destructive to life than

the most unwholesome trades, or than residence in an unwholesome

house or district, where there has never been the most distant

attempt at sanitary improvement of any kind.’ And this view has been

very generally accepted, not only by the public, but by professed

statisticians. Yet, as a matter of fact, I believe that no such

inferences can legitimately be drawn from the above table. Dr. Stark

appears to me to have fallen into the mistake, which M. Quetelet tells

us is so common, of trying to make his statistics carry more weight

than they are capable of bearing. It is important that the matter

should be put in a just light, for the Royal Commission on the Law of

Marriage has revealed no more striking fact than that of the prevalence

of immature marriages, and such reasoning as Dr. Stark’s certainly

cannot tend to discourage these unwise alliances. If death strikes down

in five years only half as many of those who are married as of those

who are unmarried between the ages of 20 and 25 (as appears from the

above table), and if the proportion of deaths between the two classes

goes on continually diminishing in each successive lustre (as is also

shown by the above table), it seems reasonable to infer that the

death-rate would be even more strikingly disproportionate for persons

between the ages of fifteen and twenty than for persons between the

ages of twenty and twenty-five. I believe, indeed, that if Dr. Stark

had extended his table to include the former ages, the result would

have been such as I have indicated. Yet few will suppose that very

youthful marriages can exercise so singularly beneficial an effect.

To many Dr. Stark’s conclusion may appear to be a natural and obvious

_sequitur_ from the evidence upon which it is founded. Admitting the

facts—and I see no reason for doubting them—it may appear at first

sight that we are bound to accept the conclusion that matrimony is

favourable to longevity. Yet the consideration of a few parallel cases

will suffice to show how small a foundation the figures I have quoted

supply for such a conclusion. What would be thought, for example,

of any of the following inferences?—Among hot-house plants there is

observed a greater variety and brilliance of colour than among those

which are kept in the open air; therefore the housing of plants

conduces to the splendour of their colouring. Or again: The average

height of Life Guardsmen is greater than that of the rest of the male

population; therefore to be a Life Guardsman conduces to tallness of

stature. Or to take an example still more closely illustrative of Dr.

Stark’s reasoning: The average longevity of noblemen exceeds that of

untitled persons; therefore to have a title is conducive to longevity;

or borrowing his words, to remain without a title ‘is more destructive

to life than the most unwholesome trades, or than residence in an

unwholesome house or district, where there has never been the most

distant attempt at sanitary improvement of any kind.’

We know that the inference is absurd in each of the above instances,

and we are able at once to show where the flaw in the reasoning lies.

We know that splendid flowers are more commonly selected for housing,

and that Life Guardsmen are chosen for their tallness, so that we are

prevented from falling into the mistake of ascribing splendour of

colour in the one instance, or tallness in the other, to the influence

of causes which have nothing whatever to do with those attributes;

nor is anyone likely to ascribe the longevity of our nobility to the

possession of a title. Yet there is nothing in any one of the above

inferences which is in reality more unsound than Dr. Stark’s inference

from the mortality bills, when the latter are considered with due

reference to the principles of interpretation which statisticians are

bound to follow.

The fact is, that in dealing with statistics the utmost care is

required in order that our inferences may not be pushed beyond the

evidence afforded by our facts. In the present instance, we have

simply to deal with the fact that the death-rate of unmarried men is

higher than the death-rate of married men and widowers. From this

fact we cannot reason as Dr. Stark has done to a _simple_ conclusion.

All that we can do is to show that one of _three_ conclusions must be

adopted:—Either matrimony is favourable (directly or indirectly) to

longevity, in a degree sufficient wholly to account for the observed

peculiarity; or a principle of selection—the effect of which is

such as, on the whole, to fill the ranks of married men from among

the healthier and stronger portion of the community—operates in a

sufficient degree to account wholly for the observed death-rates; or

lastly, the observed death-rates are due to the combination, in some

unknown proportion, of the two causes just mentioned.

No reasonable doubt can exist, as it seems to me, that the third is the

true conclusion to be drawn from the evidence supplied by the mortality

bills. Unfortunately, the conclusion thus deduced is almost valueless,

because we are left wholly in doubt as to the proportion which subsists

between the effects to be ascribed to the two causes thus shown to be

in operation.

It scarcely required the evidence of statistics to prove that each

cause must operate to some extent.

It is perfectly obvious, on the one hand, that although hundreds of

men who would be held by insurance companies to be ‘bad lives’ may

contract marriage, yet on the whole a principle of selection is in

operation which must tend to bring the healthier portion of the male

community into the ranks of the married, and to leave the unhealthier

in the state of bachelorhood. A little consideration will show also

that, on the whole, the members of the less healthy trades, very poor

persons, habitual drunkards, and others whose prospects of long life

are unfavourable, must (on the average of a large number) be more

likely to remain unmarried than those more favourably situated. Another

fact drawn from the Registrar-General’s return suffices to prove the

influence of poverty on the marriage-rate. I refer to the fact that

marriages are invariably more numerous in seasons of prosperity than

at other times. Improvident marriages are undoubtedly numerous, but

prosperity and adversity _have_ their influence, and that influence not

unimportant, on the marriage returns.

On the other hand, it is perfectly obvious that the life of a married

man is likely to be more favourable to longevity than that of a

bachelor. The mere fact that a man has a wife and family depending

upon him will suffice to render him more careful of his health, less

ready to undertake dangerous employments, and so on; and there are

other reasons which will occur to everyone for considering the life of

a married man better (in the sense of the insurance companies) than

that of a bachelor. In fact, while we are compelled to reject Dr.

Stark’s statement that ‘bachelorhood is more destructive to life than

the most unwholesome trades, or than residence in an unwholesome house

or district, where there has never been the most distant attempt at

sanitary improvement of any kind,’ we may safely accept his opinion

that statistics ‘prove the truth of one of the first natural laws

revealed to man—“It is not good that man should live alone.”’

(From the _Daily News_, October 17, 1868.)

FOOTNOTES:

[14] The reader need hardly be reminded of the complete fulfilment of

this anticipation, during the war between France and Germany.

_THE TOPOGRAPHICAL SURVEY OF INDIA._

At the close of the war with Tippoo Sahib, Major Lambton planned the

triangulation of the country lying between Madras and the Malabar

coast, a district which had been roughly surveyed, during the progress

of the war, by Colonel Mackenzie. The Duke of Wellington gave his

approval to the project, and his brother, the Governor-General of

India, and Lord Clive (son of the great Clive), Governor of Madras,

used their influence to aid Major Lambton in carrying out his design.

The only astronomical instrument made use of by the first survey party

was one of Ramsden’s zenith-sectors, which Lord Macartney had placed in

the hands of Dinwiddie, the astronomer, for sale. A steel chain, which

had been sent with Lord Macartney’s embassy to the Emperor of China and

refused, was the only apparatus available for measuring.

Thus began the great Trigonometrical Survey of India, a work whose

importance it is hardly possible to over-estimate. Conducted

successively by Colonel Lambton, Sir George Everest, Sir Andrew

Waugh, and Lieut.-Col. Walker (the present superintendent), the

trigonometrical survey has been prosecuted with a skill and accuracy

which renders it fairly comparable with the best work of European

surveyors. But to complete in this style the survey of the whole of

India would be the work of several centuries. The trigonometrical

survey of Great Britain and Ireland has been already more than a

century in progress, and is still unfinished. It can, therefore, be

imagined that the survey of India—nearly ten times the size of the

British Isles, and presenting difficulties a hundredfold greater than

those which the surveyor in England has to encounter—is not a work

which can be quickly completed.

But the growing demands of the public service have rendered it

imperatively necessary that India should be rapidly and completely

surveyed. This necessity led to the commencement of the Topographical

Survey of India, a work which has been pushed forward at a surprising

rate during the past few years. My readers may form some idea of the

energy with which the survey is in progress, from the fact that Colonel

Thuillier’s Report for the season 1866-67 announces the charting of an

area half as large as Scotland, and the preparatory triangulation of an

additional area nearly half as large as England.

In a period of thirty years, with but few surveying parties at first,

and a slow increase in their number, an area of 160,000 square miles

has been completed and mapped by the topographical department. The

revenue surveyors have also supplied good maps (on a similar scale)

of 364,000 square miles of country during the twenty years ending in

1866. Combining these results, we have an area of 524,000 square miles,

or upwards of four times that of Great Britain and Ireland. For all

this enormous area the surveyors have the records in a methodical and

systematic form, fit for incorporation in the atlas of India. Nor does

this estimate include the older revenue surveys of the North-western

Provinces which, for want of proper supervision in former years, were

never regularly reduced. The records of these surveys were destroyed

in the Mutiny—chiefly in Hazaumbaugh and the south-western frontier

Agency. The whole of these districts remain to be gone over in a style

very superior to that of the last survey.

The extent of the country which has been charted may lead to the

impression that the survey is little more than a hasty reconnaissance.

This, however, is very far indeed from being the case. The preliminary

triangulation, which is the basis of the topographical survey, is

conducted with extreme care. In the present Report, for instance,

we find that the discrepancies between the common sides of the

triangles-in other words, the discrepancies between the results

obtained by different observers-are in some cases less than one-tenth

of an inch per mile; in others they are from one inch to a foot

per mile; and in the survey of the Cossyah and Garrow Hills, where

observations had to be taken to large objects, such as trees, rocks,

&c., with no defined points for guidance, the results differ by as

much as twenty-six inches per mile. These discrepancies must not only

be regarded as insignificant in themselves, but must appear yet more

trifling when it is remembered that they are not cumulative, inasmuch

as the preliminary triangulation is itself dependent on the great

trigonometrical survey.

Let us understand clearly what are the various forms of survey which

are or have been in progress in India. There are three forms to be

considered:—(1) The Great Trigonometrical Surveys; (2) The Revenue

Surveys; and (3) the Topographical Surveys.

Great trigonometrical operations are extended in a straight course

from one measured base to another. Every precaution which modern skill

and science can suggest is taken in the measurement of each base-line,

and in the various processes by which the survey is extended from one

base-line to the other. The accuracy with which work of this sort

is conducted may be estimated from the following instance. During

the progress of the Ordnance Survey of Great Britain and Ireland,

a base-line nearly eight miles long was measured near Lough Foyle,

in Ireland, and another nearly seven miles long on Salisbury Plain.

Trigonometrical operations were then extended from Lough Foyle to

Salisbury Plain, a distance of about 340 miles; and the Salisbury

base-line was calculated from the observations made over this long

arc. _The difference between the measured and calculated values of

the base-line was less than five inches!_ As we have stated, the

trigonometrical survey of India will bear comparison with the best work

of our surveyors in England.

A revenue survey is prosecuted for the definition of the boundaries of

estates and properties. The operations of such a survey are therefore

carried on conformably to those boundaries.

The topographical survey of a country is defined by Sir A. Scott Waugh

to imply ‘the measurement and delineation of the natural features of a

country, and the works of man thereon, with the object of producing a

complete and sufficiently accurate map. Being free from the trammels

of boundaries of properties, the principal lines of operations must

conform to the features of the country, and objects to be surveyed.’

The only safe basis for the topographical survey of a country is a

system of accurate triangulation. And where the extent of country

to be surveyed is large, there will always be a great risk of the

accumulation of error in the triangulation itself; which must,

therefore, be made to depend on the accurate results obtained by

the great trigonometrical operations. In order to secure this

result, fixed stations are established in the vicinity of the great

trigonometrical series. Where this plan cannot be adopted, a network of

large symmetrical triangles is thrown over the district to be surveyed,

or boundary series of triangles are carried along the outline of the

district or along convenient internal lines. The former of these

methods is applicable to a hilly district, the latter to a flat country.

When the district to be surveyed has been triangulated, the work of

filling-in the topographical details is commenced. Each triangle being

of moderate extent, with sides from three to five miles in length,

and the angular points being determined, as we have seen, with great

exactness, it is evident that no considerable error can occur in

filling-in the details. Hence, methods can be adopted in the final

topographical work which would not be suitable for triangulation. The

triangles can either be ‘measured up,’ or the observer may traverse

from trigonometrical point to point, taking offsets and intersections;

or, lastly, he may make use of the plane table. The two first methods

require little comment; but the principle of plane-tabling enters so

largely into Indian surveying, that this notice would be incomplete

without a brief account of this simple and beautiful method.

The plane-table is a flat board turning on a vertical pivot. It bears

the chart on which the observer is planning the country. Suppose, now,

that two points A and B are determined, and that we require to mark in

the position of a third point C:—It is clear that if we observed with

a theodolite the angles A B C and B A C, we might lay these down on the

chart with a protractor, and so the position of C would be determined,

with an accuracy proportioned to the care with which the observations

were made and the corresponding constructions applied to the chart.

But in ‘plane-tabling’ a more direct plan is adopted. A ruler bearing

sights, resembling those of a rifle, is so applied that the edge

passing through the point A on the chart (the observer being situated

at the real station A) passes through the point B on the chart, the

line of sight passing through the real station B. The table being fixed

in the position thus obtained, the ruler is next directed so that its

edge passes through A, while the line of sight points to C. A line is

now ruled with a pencil through A towards C. In a similar manner, the

table having been removed to the station B, a pencil line is drawn

through the point B on the chart towards C. The two lines thus drawn

determine by their intersection the place of C on the chart.

The above is only one instance of the modes in which a plane-table can

be applied; there are several others. Usually the magnetic compass is

employed to fix the position of the table in accordance with the true

bearing of the cardinal points. Also the bearings of several points

are taken around each station; and thus a variety of tests of the

correctness of the work become applicable. Into such details as these

I need not here enter. It is sufficient that my readers should have

been enabled to recognise the simple principles on which plane-tabling

depends, and the accuracy with which (when suitable precautions are

taken) it can be applied as a method of observation subsidiary to the

ordinary trigonometrical processes.

‘A hilly country,’ says Sir A. Waugh, ‘offers the fairest field for

the practice of plane-table surveys, and the more rugged the surface

the greater will be the relative advantages and facilities this system

possesses over the methods of actual measurement. On the other hand, in

flat lands the plane-table works at a disadvantage, while the traverse

system is facilitated. Consequently, in such tracts, the relative

economy of the two systems does not offer so great a contrast as in

the former. In closely wooded or jungly tracts, all kinds of survey

operations are prosecuted at a disadvantage; but in such localities,

the commanding points must be previously cleared for trigonometrical

operations, which facilitates the use of the table.’

In whatever way the topographical details have been filled in, a

rigorous system of check must be applied to the work. The system

adopted is that of running lines across ground that has been

surveyed. This is done by the head of the party or by the chief

assistant-surveyor. A sufficient number of points are obtained in this

way for comparison with the work of the detail surveyors; and when the

discrepancies exceed certain limits, the work in which they appear

is rejected. Owing to the extremely unhealthy, jungly, and rugged

nature of the ground in which nearly all the Indian surveys have been

progressing, it has not always been found practicable to check by

regularly chained lines. There are, however, other modes of testing

plane-table surveys, and as these entail less labour and expense in

hilly and jungly tracts, and are quite as effective if thoroughly

carried out, they have been adopted generally, while the measured

routes or check-lines have only been pursued under more favourable

conditions. Colonel Thuillier states that ‘the inspection of the work

of every detailed surveyor in the field has been rigorously enforced,

and the work of the field season is not considered satisfactory or

complete unless this duty has been attended to.’

Light Science for Leisure Hours A series of familiar essays on scientific subjects, natural phenomena, &c. · 第 15 / 19 段