in maintaining what I propose to be impossible, because one of them found
that the _exactly reverse_ process is so. In other words, they act just
as those “impossibleists” did, who, in their ignorance that high steam
would admit of the vacuum, air-pump, ponderous condensing chest, and ton
of cold water per horse power per hour, which are inseparable from
low-pressure engines, being dispensed with in high-pressure engines,
pronounced it to be utterly impossible ever to make steam-engines capable
of running upon roads, because such engines could neither carry the
ponderous apparatus inseparable from the condenser, nor the immense
quantity of cold water required to produce the vacuum which, alone,
renders low-pressure engines efficient.
In vain did I point out to them, not only that I had not overlooked their
objection, but that my earliest views of the subject, had adverted to,
and expressly guarded against it. It was of no use: for no “Demetrius”
or other “craftsman” of that day ever vociferated, “Great is Diana of the
Ephesians!” more perseveringly, than the principal iron masters of the
present day have exclaimed in honour of the idol “Impossible,” whom it
pleased them to set up and worship, in opposition to the (as they deemed
it) heresy I presumed to attempt to teach them.
Had they done me the honour to _prove_ me heretical, and that theirs was
the _true_ faith, I should have been importantly benefitted, as well as
convinced: insomuch as it would have prevented me from devoting at least
seven additional years of time, and all the means in my power during that
period, to the subject. But when they would not trouble themselves to
_examine_, and condemned, solely because they proclaimed “impossible,” a
method of operation, which I not only did _not_ advocate, but which my
publications proved I had long and openly disclaimed, I could not but
feel, first, the truth of Dr. Robertson’s observation, “As in Genoa
ignorance had opposed and disappointed Columbus, in Lisbon he had to
combat with prejudice, an enemy no less formidable;” and, secondly, that
just as the reasoning of the pilot who was chosen to execute the
treachery planned against Columbus, failed, because he had courage only
to go half-way, so did the reasoning of these gentlemen fail, because
they have done only _half_ what is necessary to disprove the
practicability of what I propose. {48b}
In publications, besides that just quoted, I have not only stated my
conviction that the method of operation which the iron masters condemn
would be impracticable, but also have endeavoured to analyse the
question, and show _why_ it would be so. But as I do not, like them,
stop there, and (in effect) say that it must ever be impossible to
discover a “North-West Passage,” or reach the _North_ Pole, because
Captain Cook could not get within 30° of the South Pole, these gentlemen
are pleased to act the part of “Alexander the coppersmith,” against me,
rather than to give themselves the trouble of examining whether the part
of another Alexander might not prove more honourable, as well as more
advantageous to them.
The quotation given a few pages back, states that the price of iron was
raised from 7_l._ to 14_l._ in 1825, in consequence of what was then
called “the railway mania.” But, so far from maintaining this price, the
following extract from a Memorial, which was agreed to at a meeting of
the Staffordshire Iron Trade, held at Dudley, on the 4th October, 1831,
shews, that in six years the price of iron had fallen lower than ever
before was known.
“Memorial to the Right Honourable Earl Grey, First Lord of His
Majesty’s Treasury.
“We, the undersigned Iron Masters, of the Staffordshire Iron and Coal
district, think it our duty respectfully to represent to His
Majesty’s Government the following facts:
“1. That for the last five years, ever _since what is called the
panic of_ 1825, we have found, with very slight intermissions, a
continually increasing depression in the prices of the products of
industry, and more particularly in Pig Iron and Bar Iron, which have
fallen respectively from upwards of 8_l._ _per ton_ to under 3_l._
_per ton_, and from 15_l._ _per ton_ to under 5_l._ _per ton_.
“2. Against this alarming and long-continued depression, we have
used every possible effort in our power to make head. We have
practised all manner of economy, and have had recourse to every
possible improvement in the working of our mines and manufactories.
_Our workmen’s wages_ have, in many instances, been greatly reduced,
and such reduction has been attended with, and _effected by_, _very
great suffering and distress_:—but the royalties, rents, contracts,
and other engagements, under which we hold our respective works and
mines, have scarcely been reduced at all, nor can we get them
effectually reduced, _because the law enforces their payment in
full_.
“3. The prices of the products of our industry having thus fallen
within the range of the fixed charges and expenses which the law
compels us to discharge, the just and necessary profits of our
respective trades have ceased to exist: and in many cases a positive
loss attends them.
“4. Under these circumstances, we have long hesitated in determining
what line of conduct our interest and our duties require us to
adopt:—If we should abandon our respective trades, our large and
expensive outlays in machinery and erections must be sacrificed, at
an enormous loss to ourselves, and our honest and meritorious workmen
must be thrown in thousands upon parishes, already too much
impoverished by their present burdens, to support them:—and if we
should continue our respective trades, we see nothing but the
prospect of increasing distress, and certain ruin to all around us.”
The remaining part of this “Memorial” touching on politics, need not be
quoted here.
If the iron of the 3000 miles of railway which Mr. Treasurer Booth, in
his book on the Liverpool and Manchester Railway supposes may eventually
be laid down in England, should be of the same weight which I understand
that of the Birmingham Railway is to be, the whole quantity consumed will
be about 800,000 tons. Supposing an equal application of the system here
advocated, and that only ten times as much iron should be used in the
tunnels as is used in the railways, eight millions of tons, instead of
eight hundred thousand, will be the aggregate consumption.
Now as iron, though unquestionably the best, is neither the only, nor the
_cheapest_ material of which tunnels can be constructed, it may not,
possibly, be unpardonably presumptuous in me to submit to the iron
masters, that if they persist in doing, by this proposition, as the
Genoese did by that of Columbus, they will also lose an opportunity,
which would, to them, prove equally important, as would have been that of
Columbus to Genoa.
I _have_ asked, and I _still_ ask of them only one thing: a full, and
_fair_ investigation. By the result of that I am content to abide;
though I must, in common justice stipulate, that this investigation shall
be entered on in a different spirit to what it has hitherto been my lot
to meet with. “There is always a proneness” says Washington Irving, “to
consider a man under examination as a kind of delinquent, or impostor,
whose faults and errors are to be detected and exposed.” Most truly can
I say that I have “_always_” experienced the effects of this “proneness”
in reference to this subject: and that the object of those who deemed my
proposition worthy throwing away a fragment of their time upon, was
infinitely less to ascertain its truth and justice, than to display their
own penetration and wit, in discovering and turning to ridicule, every
part which admitted (as they thought) of being sneered at and made the
subject of a jest.
Had it been my good fortune to have met with but one candid examinant of
influence, I had been spared years of trouble and anxiety. But my
proposition being deemed deserving only of contempt, candid examination
has no more been vouchsafed me, than to the wanderings of a lunatic.
Should, however, the iron masters, instead of granting me this candid
investigation, continue, “in the pride of half knowledge,” (as Dr. Wells
terms it) to condemn what I propose, because they have found that a
something has failed, which is as different from it, as would be, saying
that it is impossible we can ever get to the North Pole, because Captain
Cook could not get within 30° of the _South_, I venture to commit myself
to the prediction that they will repent it, as bitterly as Genoa repented
her rejection of Columbus’s proposition, to discover, and possess her of
America.
“They inconsiderately rejected his proposal, as the dream of a
chimerical projector,” says Dr. Robertson, of the Genoese, “and lost,
for ever, the opportunity of restoring their commonwealth to its
ancient splendour.”
For, equally certain as it is that iron, though the best, is not the
_only_ material of which tunnels can be constructed, is it, that unless
this proposition is very differently treated by them to what it has
hitherto been, will they drive the manufacturing of tunnels from their
own line into another: and that, too, notwithstanding that opportunities
are arising which, in addition to bringing them to their own doors, would
give such facilities as relates to the transmission of the large stocks
of iron which the uncertainty, and occasional long interruptions of the
present method of conveyance, compel them to keep in London, as to do
away with the necessity for keeping those stocks.
The Welch papers announce the plan of a railway which is to connect the
iron districts and ports of that country with London. In this plan,
Merthyr Tydvil, the centre of the South Wales iron manufacture, is stated
to be 176 miles from London.
Now, even supposing that this railway, instead of costing the _many_
thousands per mile which it must cost, could be laid down for nothing,
still, the circumstance of the _bare expenses_ of conveyance on the
Liverpool and Manchester Railway, amounting to 4¼_d._ per ton, per mile,
exclusive of the charges necessary to pay one farthing of interest, or
return on the capital sunk in laying that railway down—and for which
3¾_d._ per ton, per mile, is charged, in addition to the 4¼_d._ required
to cover the _bare expenses_—the mere _expenses_ of railway conveyance,
_exclusive_ of interest or return on the capital invested, being so great
as this, it appears that, even were this railway laid from their own
doors to the metropolis, the iron masters could not, including the charge
to pay interest or return upon the money sunk in laying the railway down,
get their material to London for less than 4_l._ 10_s._ per ton; which,
on an article the selling price of which (pigs) in London is only about
the same amount, is in effect a prohibition; especially with the expense
of freight for coast conveyance, only 12_s._ per ton from South Wales to
London.
But as the expense of carriage by a tunnel would be as much less than
this over-sea freight, as that is less than railway conveyance; while, in
addition to this superiority over both, a tunnel would save all the
_risk_ as well as the delays and uncertainty of over-sea transmission,
London and the iron districts might be brought within so few hours of
each other, as to obviate the necessity of the iron masters keeping the
heavy stocks of their article in London which they are now obliged to
maintain, and the capital so locked up become, in consequence, liberated
for other purposes: while, were the tunnel extended to Milford Haven, as
it has been announced the railway would be, that port, as well as
Swansea, might be brought within a few hours of London; and the
advantages of its (perhaps) unequalled harbour, rendered fully available
to the nation at large for commercial purposes, as well as to Government
for our fleets.
This consideration merits the serious attention of the advocates of the
Bristol Railway. Swansea and Milford Haven being _both_ more
advantageously situated for all vessels from foreign ports that would
make Bristol their port of delivery; and their harbours being
(particularly the latter) incomparably superior to that of Bristol, a
tunnel would, were it to be laid down between either of them and the
metropolis, be the certain ruin of any _railway_ from Bristol to London.
The mere _expenses_ of carriage on the Liverpool and Manchester Railway
being 4½_d._ per ton per mile, and the _whole_ charge 8_d._, it is
evident that, supposing the Bristol Railway were to cost only _half_ what
the Liverpool and Manchester has cost (the “Capital, 3,000,000_l._”
placed at the head of the prospectus of the Bristol Railway, allows
25,000_l._ per mile for each of the 120 miles the map accompanying said
prospectus shews the line will be in length) the whole change for
carriage along its line could not be less than 6_d._ per ton per mile:
the aggregate of which, 3_l._, would be equal to what cargoes have been
brought from the East Indies for; and more than equal to freights from
the West Indies, Mediterranean, &c. &c.; so that only such cargoes or
freights, as stress of weather drove into Bristol, would be sent to
London by the railway; while, by a tunnel from Milford or Swansea, they
might be sent so cheaply, as actually to command the trade which it is
_supposed_ the Bristol Railway will command.
But to return from the long digression, into which the consideration of
the question relative to the effect of the friction of the air, and the
importance of the subject to the iron trade, has led me.
Supposing the possibility of the Liverpool and Manchester railway proving
a failure, that company would have scarcely any more _saleable_ value in
their possession, in exchange for the million and a quarter which it has
already cost, and the million and a half which it _will_ cost them, than
the (about) 5000 tons of iron which is in their rails. Their long,
narrow, slip of ground, dear as it has been to them, would be worth
nothing; while the labour of taking up the between two and three hundred
thousand stone blocks (or bases) they have laid down to carry the rails,
would be more than those blocks are worth. Also would the 450,000_l._
expended in levelling the line _and forming the road_, be utterly lost.
{52} Whereas, had a tunnel been laid down, not only would the whole of
the hundreds of thousands expended in levelling have been saved, but as
not one-tenth of the labour would have been required to lay a tunnel
down, compared with what the railway required, a large sum would have
been saved for that also; while what _was_ laid out, being for _metal_,
instead of labour, there would have been from ten to twenty times more
saleable value in their hands, than they now have.
And as the same circumstances would, in a similar case, apply to the
Birmingham, and Bristol (and indeed to _all_) Railways, as well as to
your line, it would, comparatively, be almost as much better, in this
particular, to have a tunnel instead of a rail-road or canal, as it would
be to hold specie instead of paper, during a run on the bank: though this
advantage would be greatest in relation to a canal; the greater
proportion of the expense of which, is for that _irrecoverable_ outlay,
labour.
In point of the friction of the wheels would the carriages that moved in
the tunnel be importantly superior to railway carriages.
Owing to circumstances which it is not necessary to discuss, the height
of the wheels of the coaches and waggons on railways is confined to about
three feet. Wheels of twice that diameter have been tried, but thrown
aside in consequence of their liability to cause accidents by running off
the rails: the only thing by which the wheels of all vehicles running on
edge railways are kept on them, being a rim, which, projecting _one inch_
beyond the bearing part of the tire of the wheels, keeps them on the
rails; as the brim of a hat will keep the body of it from rising on a
table, over the edge of which said brim hangs.
In consequence of this, all carriages running on open railways are liable
to accidents, such as those mentioned in the notes below, _many_ of which
have occurred; though, owing to their having happened either in the
excavations, on the levels, or on the low embankments, the
dashings-to-pieces which _will_ take place when they occur on the high
embankments have, hitherto, been avoided. {53a}
But as the carriages inside the tunnel _cannot_ get off the railway in
it, as they do on common railways, while, owing to the constantly
vertical position in which the wheels can be kept, they may be twice, or
three times, as high as on common railways, so great a diminution in the
power required to move any load will take place, as to admit of any
weight being moved in the tunnel with less than half the power required
to move it on the Liverpool and Manchester Railway.
In point of repairs, too, would the tunnel be importantly cheaper than a
railway. Supposing you were to have a railway, there would be, in every
mile of it, above seven thousand stone blocks, or bases, to carry the
rails; every one of which bases would be liable to sink, and disarrange
the level of the line, as they are so constantly doing (vide page 11);
while the rails themselves would be liable to bend, and break, between
these bases. Sinkings of the bases, and bendings and breakings of the
rails, &c. &c. being (like fractures of the harness and apparatus of
stage-coaches, or the ropes of ships) matters of constant occurrence,
there are, in the whole, and including _every_ liability to
disarrangement and repair, above eighty thousand parts or places, in
every mile of the Liverpool and Manchester Railway, where adjustment or
repair _may_ daily be required; while, were that railway to be made a
quadruple one, by having two more lines of road (four more lines of
rails, i.e.) laid down, these liabilities would increase to above one
hundred and sixty thousand per mile; though, for the present, I refer
only to fractures and loosenings of the chairs, &c. bendings and
breakings of the rails, and sinkings, &c. of the bases, which are _now_
possible to the amount of above 40,000 per mile; whereas, in a tunnel,
the corresponding disarrangements would be possible to the amount of only
1056 per mile: an advantage which time will prove to be of much greater
importance than it may at first be considered; owing to the small expense
of repair it will occasion. Supposing the London and Birmingham Railway
were to have the “quadruple line” adverted to when the capital was raised
to three millions, there would, in its whole length, be nearly twenty
millions of parts or places where repair, or adjustment, _might_, daily,
be necessary: a number which might well double the 488_l._ per mile, per
annum, charged under the item “Maintainance of way,” in the half-yearly
accounts of the Liverpool and Manchester Railroad.
But neither is this the last circumstance with respect to which a tunnel
would be superior to a railway.
From the statements laid before Parliament, it appears that in the
half-year ending the 31st December, 1831, “the number of trips of 30
miles” made on the Liverpool and Manchester Railway was 5392. Now as the
_whole_ weight carried during this half-year was _under_ 91,000 tons, it
appears that the average _profitable_ weight (passengers, or merchandise)
carried each trip, was _less_ than 17 tons.
The average weight of an engine and its tender, with fuel and water,
being, I believe, not less than 12 tons, while there is the weight of the
coaches and waggons additional to this, it would appear that for every
ton which pays any thing, that is carried on the Liverpool and Manchester
Railway, they also carry a ton which pays nothing.
Now, owing to the manner in which the carriages that move in the tunnel
can be constructed, and owing to there being no locomotive engines, and
tenders carrying fuel and water, required to move them, this proportion
of dead and unprofitable weight will be so much reduced, as for it not to
amount to more than one-fifth of the similar weight on the railway.
The _whole_ expense of conveyance on the Liverpool and Manchester Railway
during the six months ending the 31st December, 1831, was, it appears by
the statement laid before the Lords’ Committees on the London and
Birmingham Railway bill, fourpence farthing per ton, per mile; while the
whole _charge_ for it was eightpence per ton, per mile. Coal being
nearly ten times dearer here than it is there, there is no reason to
suppose that what it might cost you for conveyance along a line of
railway would be less than this; while it may be presumed that it would
be so much more as, perhaps, and of itself, totally to counteract the
advantages afforded by the shortness of your line, compared with the
present route.
In addition to the advantages which I have stated a tunnel would hold out
to the Company I have the honour to address, there would be one of a
peculiar nature. It is generally understood, and appears from evidence
to be the fact, that a considerable portion of the income of the
Liverpool and Manchester Railway Company has arisen from persons who have
visited and paid for riding over their line, solely from curiosity; while
it is well known that the income derived from visitors to their tunnel,
by the Thames Tunnel Company, is considerable; the average annual amount
having been 1200_l._ per annum.
The curiosity excited by the public relative to the tunnel I constructed
at Brighton, surprised me. Thousands manifested a desire to see it:
hundreds applied to be permitted to do so; and when they found I would
not let them, offered guinea after guinea to be allowed to gratify their
curiosity, under the idea that mercenary motives gave rise to the orders
I left that _no one_ should be admitted; while many of the very highest
rank (including _every_ class of our nobility) made personal application
to me to oblige them with a sight of it.
As I could convey persons in your tunnel (supposing you were to have one)
most safely at the rate of a mile in a minute, and as a velocity of that
kind being attained near the metropolis, by a method so novel as this,
would induce very many thousands to visit and ride through it for
curiosity, it may be expected that a considerable part of what it would
cost to lay a tunnel down would be returned from this source; enough (in
the end) I am bold to say, to pay for the cost of the iron whereof it
would be constructed.
The Thames Tunnel, supposing it never should be completed, will for years
bring in the 1200_l._ per annum, which is the average of what has been
received from people visiting it; and I am fully satisfied that proper
measures would, in the end, bring in, from this source alone, perhaps,
more than would cover the coat of the iron, of which the tunnel I propose
to you would be constructed.
In the prospectus of the Greenwich Railway Company is the following
paragraph:—“Moreover, when it is considered that the population of
London, Westminster, and the Borough, is about one million and a half,
and that the population of the surrounding towns and villages, within a
circuit of from forty to fifty miles round the Capital, amounts to nearly
double that number; and that, in short, the number of persons visiting
London during each year, make up a total exceeding five millions of
persons, it is not unreasonable to expect that, through mere curiosity
alone, two millions of persons will gratify the same, when it can be
accomplished at a low price, suppose only one shilling, to go and
return,—yet if so, that item alone would produce 100,000_l._”
Now, as supposing that the curiosity excited by my _novel_ proposition,
will produce only one quarter of what the Greenwich Railroad Company
calculate may come into their pockets from the same source, will, I
think, be allowing sufficient pre-eminence to the _superior_ curiosity
which an old method of conveyance _must_ excite, I trust that my idea,
that the cost of the iron composing the tunnel may be repaid from this
source, will be considered a not immoderate one.
In the Thames Tunnel there is nothing but the bare arch to see; while in
this there would be the tunnel itself, the largest air-pumps, &c. &c. in
the world, and a ride to and fro at the rate of sixty, or more, miles an
hour.
Nor would the objection which, it may be imagined, must arise from the
want of daylight in the tunnel, prove an objection in point of fact. So
trifling is the degree of exhaustion and pressure required to move a load
of 100 tons, that, but that the advantages which would arise, as relates
to cheapness of site, and evasion of opposition on the part of the
land-owners and occupiers, from carrying the tunnel under ground, prevent
it, I could window light the tunnel throughout its whole, length: that
which I constructed at Brighton having light admitted into it through
windows of common thin glass; strong plate-glass not being required.
Indeed, so far as relates to possibility, the upper half of the tunnel
might be one continued window (like the top of a green-house), throughout
its whole length. But as, even if this was done, artificial light _must_
be had for sixteen hours out of the twenty-four in the winter; as the
tunnel might be gas-lighted throughout its whole length; or as, instead
of thus wasting light unnecessarily, each carriage might carry lights
before and behind, the objection that the tunnel being underground would
render it dark as midnight, is no more a serious objection than it would
be, were the Thames tunnel finished, that it would be better to cross the
river by London Bridge, than through that tunnel, because on the bridge
you would have _natural_, while in the tunnel you must have artificial
light.
It is true that there could be no “view of the country” by this method of
conveyance. But, as the object of it is the perfection of travelling, in
the three particulars of safety, expedition, and economy; as even the
comparatively low rates attained on the Liverpool and Manchester Railway
prevent objects that are by the road-side being distinctly seen, owing to
the velocity with which the passengers are whirled by them; and as the
much greater velocity at which conveyance may be effected in the tunnel,
would render any attempt to look on what was _passed_ productive of the
effects experienced by a child who looks on the ground while leaning out
of the window of a coach, no _real_ loss, as relates to “seeing the
country,” would result from transmission taking place inside the tunnel
instead of outside it: though, even if it should, it might be submitted
to, when economy of both time and money, and complete obviation of the
dangers attendant on breaking down, being overturned, run away with, or
driven against any thing, became the equivalents.
Have we occasion to travel to Edinburgh by the mail, we unrepiningly
submit to the inconvenience of passing two nights (32 hours in mid
winter) not only in total darkness, but also “cabinned, cribbed,
confined” to a degree which prevents us even from “changing a leg,”
except by previous arrangement with our opposite fellow-passenger. But
when it is proposed that we shall go in vehicles which, in addition to
being as large and commodious as the cabins of many steam-vessels, will
be as much shorter a time in going, as they are larger and more
convenient than the inside of mail-coaches, and in which the most
brilliant light may be enjoyed, we proclaim it to be “impossible” to
consent to go by such vehicles, because they would move inside a tunnel:
not considering that this very circumstance, of being _inside_ said
tunnel, would as certainly secure us from being overturned, driven
against any thing, run away with, breaking down, or any other of the
dangers to which turnpike-road travelling is liable, as it would give us
the ease, comfort, and accommodations of the cabin of a steam-vessel,
instead of the privations and endurances experienced in mail-coaches.
And as the valves which have been adverted to as fixed at every quarter,
or half, or whole mile, would, in point of effect, be doors, by means of
which exit from the tunnel could be effected, the bugbear of being “shut
up in a tunnel many miles long, with no place to get out of it, if any
thing should happen,” need not be seriously replied to.
Such are some of the benefits which laying down a tunnel, instead of a
railway would procure you. But the most important of all is yet to be
mentioned.
As it does not follow that, because you may think proper to lay a railway
down, the public will think proper to use it, it becomes vital to your
interest, that some inducement which shall lead them to use it, and cause
them to prefer the more circuitous route to the Birmingham Railway by
your line, to the more direct one by the Edgeware Road, should be laid
before them. This inducement will be furnished by the tunnel which I
propose to your adoption.
The carriages which would go in said tunnel, may be rendered so superior
in point of size, of the room they will give to each passenger, of
comfort, and of general accommodation, as to be more like the cabin of a
steam-vessel, rather than any thing else I can compare them to.
In one of those I used in the tunnel I constructed at Brighton, above
twenty people have sat with a table between them, covered with
provisions, plates, dishes, &c. &c. which provisions were consumed
according to the usual course of a dinner table: so that accommodations
(even to that of a sofa for each person) which could not be thought of in
coach or omnibus travelling, _might_ be given to passengers.
Owing also to the size and construction of these carriages admitting of
my using the air for springs, their motion would be soft and (as relates
to the avoidance of all jolting) air-balloon-like, to a degree which you
cannot conceive; and which no railway carriage, far less any common road
vehicle, could compare with.
In point of safety, too, would they be incomparably superior; since,
instead of being liable to break down, to be driven against any thing, to
be run away with, or to be overturned, &c. &c. these accidents would be
so impossible, that absolute immunity from danger, and certain security
to life and limb, would be consequent on this method of conveyance; while
the rate of transit under which this safety would be secured, being so
great as to admit of the journey being effected in as few minutes as you
thought proper, your route might be rendered as much shorter as you
pleased in point of time, than the route by the Edgeware road could be
rendered. The expense of the power too, by which your passengers would
be conveyed, being above twenty times cheaper than coaches or omnibuses
could convey them along the Edgeware Road, you would have a still greater
advantage in this particular. It remains, therefore, only to point out
how the public may be caused to take your circuitous line, in preference
to the nearer route by the Edgeware Road.
In order to effect this, and to save the public from having to go from
Hyde Park Corner to your line, as must be done were you to lay a railway
down, I propose bringing your line to Hyde Park Corner, by extending the
tunnel; branching it eastward from your basin, either through Kensington
and Knightsbridge, under the turnpike road; or (in order to avoid all
interference with, or opposition from, the Turnpike Commissioners) along
the shorter line across the vacant grounds to the south of the road, at
the back of Kensington and Knightsbridge; across (though beneath, and
indeed underground all the way) Earl’s Court Lane, Gloucester Road, Grove
Lane, the Brompton Road, and Sloane Street, to the vacant ground on the
North and East of Wilton Crescent.
I am not, at present, prepared to point out either the best route, or the
best spot for the termination towards Hyde Park Corner; having
investigated only so for as to satisfy myself that such a course is
practicable.
You will, at first, be startled at, and disposed to object to this
extension, because you will suppose that it involves the outlay which
would be required for two additional miles of tunnel, without bringing in
any more return than would be received from passengers to the Birmingham
Railway. This conception, however, is an erroneous one.
Were a method of conveyance in operation, by which the inhabitants of the
west end of Kensington, of Earl’s Court, of North End, of Walham Green,
of Brook Green, of Hammersmith, of Turnham Green, of Chiswick, &c. &c.
could be carried (more safely than by coaches) from your basin to Hyde
Park Corner in two or three minutes, instead of the twenty minutes or
nearly half an hour which it now takes to get over that ground, they
would so prefer your method of conveyance, as to render the additional
outlay required for said two extra miles of tunnel, the most remunerating
portion of your whole line; while, in addition to enabling you thus to
convey passengers, said branch would enable you also to deliver coals,
and other goods at Hyde Park Corner from your canal, for an expense of
less than a penny per ton carriage from your canal thither; so that you
would rival the Grosvenor Canal, and add importantly to the tonnage trade
of your own canal by it.
Should the Birmingham and Bristol Railways be completed, this branch
would also enable you to convey goods, as well as passengers, to and from
them, and to and from the western parts of town, more cheaply than could
any how else be done; an accommodation which laying down your railway
could not give. And as I _could_ so construct these two extra miles of
tunnel, as to render their cost—the cost of the tunnel itself, i.e.—not
more than about five thousand pounds per mile, the expense of this branch
would not prove any ruinous addition to your contemplated outlay.
Therefore, for these reasons, I recommend you to prevent its being
necessary that people should pay omnibus (or other) proprietors, to carry
them from Hyde Park Corner to your basin at Kensington, in order that you
may _then_ convey them to the Birmingham (or Bristol) Railway, by
extending your line towards Hyde Park Corner, in the manner I have
pointed out.
Your case, brought into a focus, is as follows. You have expended a
large sum in opening a line of conveyance which, owing to its not being
carried far enough at first, does not combine all the advantages your
situation admits of. You are, naturally, desirous that it should do
this. If you open a communication for goods with the Grand Junction
Canal, by extending your own canal, you will do this in degree. You
have, therefore, for some years, contemplated carrying your canal up the
height between your basin and the Grand Junction Canal. But the enormous
expense of this has prevented you from doing it.
Being now informed that your object may be better effected by a railway,
you entertain that idea; and as, were you to lay a railway down,
passengers, as well as goods, might be conveyed by it, you are desirous
of, if possible, bringing the “passenger trade,” between the Birmingham
Railway and the west end of London, to your line.
Owing, however, to the distance of your line from the west end of Town;
and to the Edgeware Road, offering a shorter and cheaper communication
from the Birmingham Railway to that part of the metropolis, your laying
down a railway, will, for the reasons I have pointed out, certainly prove
a losing speculation.
As the method I propose would be most importantly cheaper than a railway,
in point of first cost, and still more importantly cheaper in point of
current expenses, I venture to offer it to your notice. And as it would
obviate the objection which your distance from Hyde Park Corner would
occasion, supposing you were to have a railway, I presume to recommend it
to your consideration, as more worthy notice than any thing else you can
have laid before you; for the reasons, that it will, in the first place,
be much cheaper in point of first cost than any other method of
conveyance you can lay down: second, because it will be still more
economical in point of current expenses: third, because, in addition to
being incomparably safer, as relates to life and limb, than any other
method of conveyance, it will be so much more expeditious as to render
your circuitous route quicker, _in point of time_, than the shorter route
by the Edgeware Road, as well as cheaper, in point of charge: and,
fourth, because it will be productive of an important profit, additional
to, and exclusive of, what a railway will bring in; and which will return
no inconsiderable proportion of what it costs to lay it down.
Were the statements I have given relative to the cost and expenses of a
railway, from my own estimates only, they might be doubted by you. In
order, however, to avoid this, I have been careful to quote only the
“evidence,” which was laid before Parliament, and other documents; which
leave no doubt that the first cost and current expenses will be, at
least, _equal_ to what I have stated, though they by no means prove that
they will not be _more_.
Indeed, it appears susceptible of proof that they will be more. Mr.
Grahame, in his “Letter to the Traders and Carriers on the Navigations,
connecting Liverpool and Manchester,” relative to that railway, says, “I
pledge myself, however, to prove (in case the fact be denied by the
Directors) that the aggregate expenditure of the half year, ending on the
31st December, 1832, bears a higher proportion to the income of that
period than the expenses of _any_ preceding half-year bear to the income
of the same.”
Mr. Graham also says, “The Railway Corporation keep two separate accounts
of expenditure, “_ordinary_” and “_extraordinary_.” The “ordinary
expenditure” is paid from the annual returns received from working the
railway; and the “extraordinary” is paid by borrowing money, or a
creation and sale of shares; which is termed “adding to the capital
account.” The ordinary expenditure, only, affects the dividend; and it
is the interest of every one concerned to make _that_ expenditure appear
as low as possible; and, whenever the outlays are commingled, or
doubtful, to throw the burden on the obnoxious shoulder. This
“extraordinary outlay,” or, as it is termed, “outlay on the railway and
works,” or “Capital Account,” has been as great since the railway was
opened, as during the period when it was forming. The amount thus laid
out in the first fifteen months after the opening of the railway,
amounted to nearly 200,000_l._ The outlay on this account in 1832 is not
stated; but the interest on borrowed money paid in that year, is given as
10,522_l._ 10_s._ 6_d._, while the interest paid in 1831 was only
5647_l._ 7_s._ 6_d._”
Railway advocates may dispute this; but _that_ I shall not heed. Should
they, however, _disprove_ it, I shall not be able to deny that I am
liable to the censure due to him who investigates in the spirit of a
partisan, rather than in that of a candid examinant.
It may be objected, in answer to the advantages which I have stated would
result from your substituting this Pneumatic Railway for the common
railway you contemplate, that you have never heard of it before, except
in the way of ridicule and contempt; while not only have the engineers of
the day condemned it, but also do even some of yourselves entertain
doubts as to the sanity of the man who can propose such a thing to you.
In allusion to objectors of this latter description, the M. D. who did me
the honour to propose the first Resolution at the “Town Meeting” at
Brighton, said, in the course of his speech on the occasion, that “Mr.
Vallance had had to contend with the greatest difficulties; such as were
enough to appal any man: he had been derided and ridiculed: his system
had been treated as visionary, theoretical, and fantastic: he had been
called a wild projector—nay, some had even gone so far as to say that he
was mad. If so, he (Dr. Yates) must say, with Polonius, ‘there was
method in his madness.’ And to such insinuations he (Dr. Y.) would
reply, in the words of Hamlet, there was that which ‘sense and sanity
scarce could be delivered of.’”
With my defence against insinuations of this kind thus provided, I may
turn to the more serious objections of the engineers whom you may
consult: who, I am well aware, will treat the proposition only as
Brindsley’s proposal to carry the canal over the Irwell was treated by
the engineers of his day.
Were this any thing new, I might feel it. But when we have it on record
that the professed engineers of the period have done the same by _every_
proposition that has been brought forward, until its being established by
others, caused them to see that money might be made by imitating, instead
of continuing to decry the inventor, their exclamations of “impossible,”
“absurd,” and “madness to think of,” may well be disregarded.
Had Telford, or Stevenson, or Rennie, or Brunel, or any other first-rate
man, originated the proposition, then, indeed, they might have had some
faith in it! But for an unknown nobody to do such a thing, is of itself
enough to prove that it _cannot_ be worth attention.
To these gentlemen I reply, by asking them—to whom are we indebted for
the steam-engine in its application to steam-vessels, and locomotive
purposes, as well as a first mover for machinery? Savary, its first
inventor, was a miner. Newcomen and Beighton, its first improvers, were,
one of them a country blacksmith, and the other a plumber, while its
grand improver, the great Watt, was a mathematical-instrument maker. To
whom are we indebted for our canals—for our nationally-important cotton
machinery—for the public application of the gas-light principle—for the
system of railway transmission—for the hydrostatic press—and the other
manifold improvements, which have raised us to the station we fill? Is
it to men, who, at the periods when these improvements were first
devised, were of high name, and established reputation as civil
engineers? Hear what one whose situation enabled him to decide, says on
the subject:—
“What has been the means of raising our native country to that
eminence in civilization which renders her the admiration of the
world? Her improvements in the arts and sciences.
“From whom have those improvements chiefly sprung? From men who have
emerged from the humbler walks of life.
“What was Sir Richard Arkwright; a man to whose genius this country
is indebted for very much of its commercial prosperity; to whose
improvements in the machinery for spinning cotton, we are indebted
for being enabled to keep the cotton trade chiefly confined to
ourselves. What, I say, was the great Arkwright? A barber. Yet do
we owe our proud superiority in this department of our national
greatness to the unassisted efforts of Dick the barber.
“Who was Ferguson? A simple peasant; a man, who, wrapped in his
plaid, passed the winter nights on the ground in contemplating the
heavens; and who, by arranging his string of beads on the cold heath,
at length completed a map of the stars, and raised himself to the
knowledge of our late sovereign.
“Who was Dr. Herschel, the discoverer of so many important
astronomical facts? A boy who played the pipe and tabor in a foreign
regimental band. Who was the great Watt? A mathematical instrument
maker.
“Who was Smeaton, the builder of the Eddystone lighthouse, and the
first engineer of his day? An attorney.
“Who was the great Brindsley, whose canals have given such an
accession of power to our commerce, by the facilities of internal
communication? A country millwright.
“Nicholson was a cabin boy: and Ramadge, the best maker of reflecting
telescopes in the world, was a cutler.”
In continuation of this list of “nobodies,” to whom we owe so much of our
national greatness, I ask, to whom are we indebted for the very
inventions which the engineers of the present day claim as their own,
with justice equal to that wherewith the organ-_blower_ considered the
tones of the instrument _his_?
Railways have been in use among us for a century and a half; and,
notwithstanding that those of this remote date, were no more comparable
with those of the present day, than the matchlocks of the same period are
with a modern gun, the _principle_ was equally developed in the one case
as in the other. Yet is there no engineer who can claim the credit of
having said “As this principle admits of most important benefits being
conferred on society, provided it be worked out, and carried to the
perfection it admits of, I will devote myself to such working out and
perfecting.”
Locomotive engines have been seen among us for these thirty years. Yet
did the engineers of the day no more perceive and seize _their_
advantages than they did those of railways. But, after the perception
and talent of various persons, who were in business had, for the purpose
of adapting them to the necessities of their different trades, so
improved railways and locomotive engines, as to have rendered the latter
capable of running _regularly_ upon the former, at rates of from five to
eleven miles an hour, forth came our engineers, and, claiming both
inventions as their own, set themselves up as having enlarged the
boundaries of science, enabled man to outstrip the fleetest animals, and
almost to vie with the winds!
And, last of all, I ask, to whom are we indebted for the latest important
discovery, by which unprofessional perception has shewn, that what
_every_ engineer of the present day had pronounced to be, not only a
mathematically-demonstrated, but also a _practically_-proved
“impossibility,” is as perfectly, and as easily practicable, as it was
for Columbus to make the egg stand on its end.
We have nearly 3000 miles of canals in the island; the draught on which
being twenty times easier than on common roads, and the “wear and tear”
equally less, it has, ever since they were first cut, been an important
object to render the rate of conveyance along them rapid enough to induce
persons to travel from place to place _on_ them, as well as to send their
goods by them.
This became more particularly important, when, in consequence of the
rapidity attained on railways, it was found that they could combine the
conveyance of passengers with that of goods; and I do not hesitate to
say, that any engineer, who had, in 1825, informed the Canal interest
that he had discovered a method by which conveyance could be effected on
canals at the same rate as by mail-coaches, or post-chaises on turn
pike-roads, and for one-tenth of their expense of draught, might have
made terms with them for the adoption of this method, which should have
brought him in above 100,000_l._ sterling.
But, so far from the engineers of the day informing the canal interest
that they could do any thing for them in this case, they universally
preached despair with respect to it; satisfying them, by mathematical
demonstration, that, owing to the resistance of fluids to bodies moving
through them, increasing according to the square of the velocity,
rapidity of transmission along canals was no more possible than for a
coal-barge to beat to windward like a cutter.
It is true they admitted that the steam-engine gave them power enough to
more vessels on canals as rapidly as steamers move on rivers. But, they
said, owing to the surge which it was _unavoidable_ such rapid motion
_must_ create, the banks of the canals would be so soon washed down, that
it was impossible to avoid ruining the canals, if rapid conveyance were
attempted on them. Therefore, though steam has been in use as a moving
power on our rivers for above these twenty years, it has never yet been
employed for a similar purpose on our canals, except in the way of
experiment.
In consequence of these things, they could do nothing to meet the wishes
of the canal interest: and, in the evidence on the Birmingham Railway,
before the Lords’ Committees, on the 29th June, 1832, it is stated, in
answer to an inquiry as to what was the quickest kind of canal
communication between London and Birmingham, that “The fly boats go by
the shortest route, and they are three days and three nights on the
road.” Now as this “shortest route” is 152½ miles, it appears that the
quickest rate of canal conveyance by “fly boats” was less than 2⅛th miles
an hour; while in answer to the question, “What time is occupied by the
slow boats?” it is replied, “About six or seven days: they seldom travel
at night.”
In this state of despair on the part of the canal interest, and amid this
chorus of “impossible,” on the part of the whole of the engineers of the
present day, a private gentleman (William Houston, Esq. of Johnstone
Castle) became impressed with the opinion that, equally as we can, by
giving it rapid motion, cause a flat stone to skim over the surface of
the water (as boys do, when playing at what they call “making ducks and
drakes”) so might we, by giving rapid motion to a properly constructed
boat an a canal, cause it, not only to skim _over_ the water, so as to
avoid raising the wave which the engineers had pronounced equally
unavoidable as it would be fatal to the banks of canals, but also much
more easily than boats can be drawn _through_ the water.
On putting this thought into practice, Mr. Houston found the result to be
what he had anticipated; and the consequence is, that it is now
established by actual and _daily_ practice on the Paisley and Ardrossan
Canal, that boats which carry more passengers than (on an average) the
locomotive engines, of twenty and thirty horse power each, draw on the
Liverpool and Manchester Railway, at rates of from 15 to 20 miles an
hour, {62} are drawn from Johnstone to Glasgow at the rate of ten miles
an how by _two_ horses only; while a velocity so high as 15 miles an hour
has been attained: “and this speed was not limited by _the labour of the
draught_, but by _the power of speed_ of the horses.”
In other words, that which the whole of the engineers of the present day
had pronounced and _demonstrated_ to be utterly impossible, is now
constantly done, several times every day, as a regular passenger-carrying
business, on the Paisley and Ardrossan Canal.
And, although the charges for this rate of conveyance are “just one-half,
and one-third, of the fares in the Liverpool Railway coaches, the profits
are such, as to have induced the proprietors to quadruple the number of
boats on the canal;” while the passengers, instead of being boxed up as
in the railway coaches, and exposed to the weather, as in the railway
“second class carriages,” may either take exercise on the decks, or seat
themselves in the long cabins of these passenger-boats.
As this method of rapid canal conveyance is becoming generally adopted,
this simple idea of a private gentleman, has not only put to shame the
whole of the engineering talent of the present day, but has also
possessed the kingdom of nearly 3000 miles of liquid way, which, as if by
the stroke of a wand, are raised from the low value of heavy, miry, cross
country roads, on which no greater velocity than that of a carrier’s
waggon could be attained, to the high value, not merely of the best
turnpike-roads, on which the conveyance of persons, at mail-coach and
post-chaise rates, can be effected, but also of routes on which two
horses can (and daily do) draw one hundred people as fast and (I
understand) _more_ easily than four draw sixteen persons on our best
mail-coach roads, with less than one-twentieth the wear and tear to the
vehicles than takes place as to coaches on roads: on advantage, the money
value of which will be inadequately expressed by saying, that as it would
cost above thirty thousand pounds per mile to give us roads on which the
same power could do the same work, with the same small expense of wear,
tear, and current expenses, the simple thought of a private gentleman,
whom the engineers of the day would have pronounced a “nobody” in point
of scientific authority, has possessed the nation of what it would have
cost above one hundred millions sterling to purchase, had said engineers
been employed to procure an equal amount of roads, of equally easy
draught, and little “wear and tear” for us.
Yet are these gentlemen looked up to as infallible; and allowed to
fulminate their anathemas with respect to what they please to pronounce
“impossible” as if they were omniscient.
The actual charges the passenger-boats, which now run daily (at the rate
of ten miles an hour) between Johnstone and Glasgow, are, one penny per
head per mile in the first cabin, and three farthings per head per mile
in the second cabin.
How much less these charges are than turnpike-road fares, need not be
pointed out: my object being to submit, that equally as our canals having
for these three-quarters of a century remained only routes for goods at
carriers’-waggon rates, when they might, all along, have been routes for
passengers at the highest rates whereat it is possible for horses to go,
proves that the engineers of the day knew nothing whatever of a subject
which they professed _fully and entirely_ to understand—so may they be
equally ignorant of the merits of the proposition which they have so
ridiculed and condemned me for presuming to bring forward; and which is,
as exactly what _they_ term it, as they _demonstrated_ it to be
“impossible” to be conveyed at mail-coach and posting-rates along canals.
Now, great as is the honour due to the engineers of the present day, for
thus permitting the accidental thought of a private gentleman to possess
the nation (as it were by the stroke of a wand) of 3000 miles of liquid
way, over which conveyance may take place at rates of from 10 to 15 miles
an hour, for one-tenth the expense, and less than one-tenth of the wear
and tear that takes place on roads, after they had _demonstrated_ that no
greater rate than two or three miles an hour could be attained on said
routes; and, greatly as the canal interest must be indebted to them, for
suffering them (the canal interest), in consequence of said
_demonstration_, to lose the millions upon millions they might have
received of the public, for conveyance at these rates of 10 or 15 miles
an hour, during the three-quarters of a century canals have been in
operation among us—equally as the engineers _thus_ deserve public
gratitude, do they also deserve it for the manner in which they have
suffered the law of motion, by means of which the stage-coachman “swings”
his vehicle up the first part of a hill, to remain useless with respect
to that improvement of our turnpike-roads which it admits of; and which,
though not equal in money-value to the “idea” of Mr. Houston, which has
just been described, is yet highly important.
The law itself is “old as the hills;” and, notwithstanding that the
advantage taken of it by stage-coachmen when coming to the bottom of a
rise, is not _quite_ of such long standing, yet is it old enough to have
pointed out an advantageous alteration in the arrangement of all our
turnpike roads, had the engineers under whose direction said roads were
laid out, but availed themselves of it.
By the table given on page 33 it appears, that if a vehicle be moving on
a level with a velocity of 2¾ miles an hour, its momentum will (under the
circumstances there stated) carry it up a rise to three inches of
perpendicular height: while, if the rate of motion be twice, and four
times 2¾ miles an hour—i.e. 5½ and 11 miles—the momentum will carry it up
heights of one foot and four feet respectively: and the following table
gives the altitudes due to every intermediate mile of rate:
Bodies moving on levels at the under Have moments, which
mentioned velocities, the motions of which (friction being
are changed from horizontal to ascending, by counteracted) will
means, either of angular or circular ascents. cause them to rise to
the under-mentioned
heights above the
level where those
velocities were
attained, let the
rate of rise, or
angle of ascent, be
what it may.
MILES PER HOUR. FEET. INCHES.
3 0 3½
4 0 6⅜
5 0 10
6 1 2⅜
7 1 7⅝
8 2 1⅝
9 2 8½
10 3 4
11 4 0
12 4 9⅝
13 5 7¾
14 6 6⅝
15 7 6¼
16 8 6⅝
17 9 7⅞
18 10 9⅞
19 12 0⅝
20 13 4½
A velocity of six miles an hour being thus capable of giving momentum
sufficient to enable any vehicle to surmount an ascent of above one foot
in perpendicular height, let the angle of ascent or rate of rise, be what
it might, it has been necessary only to lay out our turnpike-roads in
alternate short levels, with sharp rises of one foot in height between
them, similar to the line below, to render all our roads level, in point
of effect, to every vehicle which went at the rate of six miles an hour;
since, as the _continued_ draught of the horse would overcome,
neutralise, and (as relates to its counteractive effect) annihilate the
friction of the wheels and axes during the ascent, the momentum imparted
by that velocity would enable the vehicle _of itself_ to rise up, and
surmount the ascent, without any _extra_ effort on the part of the horse:
while, supposing that the practice of stage-coachmen were to be imitated,
and the horses of these six-miles-an-hour vehicles pushed to a pace of
twelve miles an hour for a few yards before the wheels actually touched
these rises, so as to give the vehicle a velocity of 12 miles an hour at
the moment of its _beginning_ to ascend them, the momentum imparted by
this velocity would carry the vehicle up four feet nine inches
perpendicular, instead of one; so that the road might be laid out in
alternate levels and rises of four feet.
It is true that, supposing this principle to be acted on, half the width
of the road must be left in the usual manner, in order to enable waggons,
which do not move faster than two or three miles an hour, to pass over
it. But as the slow rate of two miles an hour will give momentum enough
to admit of a rise of 1⅝ inches being surmounted, the principle might be
taken some advantage of, even on the half of the road appropriated to
waggons; since rises not exceeding 1½ inches each, could be surmounted by
vehicles which did not move faster than two miles an hour.
However, leaving the waggon-half of the road to the usual arrangement,
the advantage of, as it were, doing away with all hills and rises, and
rendering all our roads level (in point of effect) to all vehicles
travelling at the rate of six miles an hour, might have amply repaid the
expense of this suggested alteration in the _form_ of the roads, had the
engineers under whose direction they were cut, but laid them out in that
manner: while, supposing that a rate of 16 miles an hour could be
attained by pushing the horse to a gallop _just before_ reaching the
ascent, the levels and rises might be laid out in gradations of eight
feet each instead of four feet.
But let the heights of these proposed elevations be what they might, the
advantage of (in effect) doing away with all hills and rises, and of
rendering our roads level to us all over the kingdom would be attained;
which might prove ample reward for varying the mere form of the roads;
and would not, I think, have been unworthy the notice even of our
omniscient engineers; notwithstanding that the way in, and degree to
which they have neglected and slighted this law of motion, with respect
to its application to railways as well as to turnpike-roads, proves them,
one and all, to have been equally percipient of its advantages, as they
were of the practicability of rapid conveyance on canals; and as they
_are_ of the merits of the method of transmission which the individual
who has now the honour of addressing you is presumptuous enough to think
deserving even of THEIR attention: omniscient as they deem themselves
relative to it; and omnipotent as they have, hitherto, proved, with
respect to its condemnation and rejection.
Should I, however, be fortunate enough to meet with any who will measure
the competence of these gentlemen thus to condemn, by the following
standards, I cannot but trust that my appeal from their decision will be
favourably received.
The question, divested of technicalities, resolves itself into the three
following considerations.
First, can we construct iron (or any other kind of) tunnels, such as
would be requisite for the operation of the principle? Secondly, can we
construct air-pumps large enough to exhaust from the said tunnels with
the necessary rapidity? And, thirdly, can we make steam-engines powerful
enough to work these air-pumps?
Now as there is no one who denies that we have the power of making
tunnels of any size, not exceeding (say) twelve feet in diameter, nor
that we can form the separate segments, or pieces, in which such tunnels
might be cast, into cylindrical “lengths,” of from ten to fifteen feet
each, so as to lay them down and connect them as (suppose for the
present) gas mains are laid down and united—as no one denies this, the
second question, relating to the air-pumps, is the first to be replied
to.
In 1827 there were, in Great Britain, 284 smelting furnaces; the quantity
of iron made during that year by which, was 690,000 tons.
Blast apparatus being as indispensable appendages to smelting furnaces,
as the flux is to the ironstone which is to be smelted in those furnaces,
it follows, that (with the possibility of exception where one blast
apparatus may be made to serve more than one furnace) there must, seven
years ago, have been 284 sets of pneumatic apparatus for urging the fires
of these furnaces to the necessary intensity, by forcing currents of air
into them. These apparatus formerly varied in form, from common bellows
on a large scale, to the diversities of the “water blast.” But the whole
of these varieties of blast apparatus are now found so inferior to what
are termed “blowing cylinders” that no one who erects a smelting furnace
ever thinks of applying to it any other means for urging its fire than
this latter description of apparatus.
These “blowing cylinders” are all air-pumps on a large scale; differing
from the common air-pump only in being of iron instead of brass; in
having their valves so arranged as to cause them, instead of exhausting
air _from_ the vessel they operate on, to blow _into_ it; and in their
being as much larger than a common air-pump as the “monster mortar” used
at the late reduction of the citadel of Antwerp is than a boy’s sixpenny
cannon.
The largest of this kind of air-pumps that I have seen was nine feet in
diameter, by an equal or rather superior height; though an iron-founder
has informed me that he once cast one of eleven feet in diameter. And it
is unquestionable, that it will require only the preparation of the
necessary moulding and boring, &c. &c. apparatus, to make any number, of
any diameter we please, not exceeding (say) twelve feet. Supposing them
to be 11.3 feet in diameter, their area would be equal to 100 square
feet; and, supposing the velocity with which their pistons moved, to be
only half that of the average velocity of the pistons of steam-engines,
each of these air-pumps would cause 11,000 cubic feet (i.e. about 70,000
gallons) of air, to pass through each of them per minute; which air would
be drawn out of, or forced into, any thing, according as the valves were
arranged.
Every one of such pumps that was used to exhaust air from a tunnel of
eight feet in diameter would produce a current in it, moving at the rate
of two miles and a half an hour; while, supposing that its piston moved
at the same velocity whereat the pistons of steam-engines in general
move, this current would pass through the tunnel at the rate of five
miles an hour.
It being evident, then, that it is necessary only properly to arrange the
size and number of the pumps, to cause the atmosphere to rush along the
tunnel at any rate we desire; and it being a fact that we have, in daily
operation, about 300 such air-pumps as these (though not quite so large)
there is only one remaining shelter behind which these “impossibleists”
can pretend to screen themselves.
The first steam-engine which Boulton and Watt erected in their
manufactory of Soho as a specimen for the examination of those who wanted
such machines, was about the year 1780. The exact number we now have
among us there are no means of ascertaining. But the authority which I
have quoted for the existence of 15,000 steam-engines in Great Britain,
states them to be of the average power of twenty-five horses.
If this may be received, the whole amount of “horse power” in operation
among us in 1831 was equal to that of 375,000 horses. And even though it
should be necessary to lower this down to M. Dupin’s estimate of 200,000
horses in 1824, there would remain an aggregate ample for our purpose.
Since, if there was not in 1790 _one_ steam-engine in Manchester, while
there are now nearly 300 there, it may safely be assumed that so much the
larger proportion of the thousands of them which are now spread over the
kingdom have been made within the last thirty years, as to admit of its
being fairly inferred that we have, for many years past, constructed them
at a rate equal to ten thousand horses’ power per annum.
Yet, with these facts almost as easily verified as it would be to obtain
copies of all the newspapers published in the kingdom, and with some of
these engines so large as to be equal to 300, or 500, or (as quoted in
page 46) even 1000 horses’ power, do these “impossibleists” say we cannot
obtain power enough to work the air-pumps we should require to pump the
air out of the tunnel. Just as, twenty years ago, they said we could not
use steam to carry us across the seas, nor gas to light our streets.
In reply to a demand of the great Lord Chatham that a certain naval force
should be ready by a certain day for an expedition be contemplated; and
which, the nature of the service rendered it necessary should be
despatched as promptly as it was determined on, the then first lord of
the admiralty stated, as an intended conclusion to several notes (or
messages) which had passed between the two departments on the subject,
that “it could not be done, because it was _impossible_.” “Inform the
first lord from me,” said the minister, “that the service of the state
requires the _immediate_ despatch of the expedition: and that if he, with
the military marine of the kingdom at his order by virtue of his office,
and the commercial marine at his command by the course of hiring
transports, delays the departure of the expedition because _he_ deems it
impossible, I will impeach him.” Under this alternative, the
“impossibility” vanished, and the expedition sailed.
Now as the facts which I have adduced relative to the existence of all
the necessary means for rendering importantly available to general use
the principle here described, prove that the gentlemen of that profession
which is devoted to the practical application of mechanical science to
the public service have, for these seven years, proclaimed to be
“impossible” that which is as easily practicable as it was for the first
lord of the admiralty to prepare the naval part of the expedition
referred to, I leave it to themselves to make evident why they should not
be impeached, as equally traitors to the cause of practical science, as
the first lord of the admiralty would have been to the state, had the
expedition not sailed at the period the minister required.
Those who will give themselves the trouble of the calculations necessary
to establish the truth of the preceding statements relative to the effect
of momentum, it will be unnecessary to remind of any of the occurrences
which prove it. But those who do not choose to take that trouble, may be
reminded, that a circumstance often witnessed, gives practical
demonstration of the accuracy of these statements.
During certain adhesive states of the crust of the road, it is frequently
seen when travelling, that the pressure of the wheels causes particles of
earth to adhere to, and rise from the ground, sticking to the tire of the
wheel.
The adhesion of these particles of earth being, however, soon destroyed
by the centrifugal force imparted by the revolution of the wheel, they
become, the moment _it_ loosens them from the wheel, and allows the other
influence to operate, projected in directions varying according to the
position of the part of the wheel to which they adhered, at the moment of
their quitting it.
Some of them, being carried to the top of the wheel, fly forward; but the
majority, leaving the wheel at about the height of the axle-tree, become
projected vertically, and are seen bobbing up and down by the windows of
the carriage, somewhat like motes in the sunbeam.
Their thus rising and falling may, perhaps, hitherto have been observed,
without being regarded as demonstrative of any principle which may be
rendered subservient to our purposes. But as they are, in point of fact,
evidences, that the momentum imparted by the velocity at which the tire
of the wheels is revolving, will cause bodies to rise to the height of
three or four feet perpendicular, above the point of the wheel from which
they fly; and as this velocity is exactly commensurate with that at which
the carriage goes over the ground, they are unquestionable proofs, that,
provided friction be annihilated as relates to counteractive effect, by
the continued operation of the moving power, the vehicle itself would
ascend an inclined plane of _any_ rate of ascent, to the same height to
which they rise above the position of the part of the wheel they adhered
to, at the moment of their flying from it.
But, to leave this question relative to momentum, and return to that of
the steam-engines and air-pumps.
It being the property of air to neutralise, or absorb, a smaller portion
of whatever impulse may be imparted to it, than, perhaps, any other
ponderable medium nature offers us, the power of the steam-engines which
operated on the air-pumps that exhausted air from the tunnel, might be
brought to bear,—and that too, without their energy being so diminished
as even to _approach_ an insuperable objection—on the vehicles in it; and
an effect in consequence produced, which we cannot, at first, conceive to
be possible.
It is evident, that it will not require the power of the engines (each
equal to several hundred horses’ power), by which the air-pumps would be
worked, to move one, or even many vehicles. What then will become of the
surplus power? Will it be lost in overcoming the friction of the air, as
adverted to at page 41; or, rather, may it not operate to increase the
rate at which the vehicles will move? And if so, how many times will the
rate at which we may be conveyed, exceed that at which we now travel, and
what is the limit that will be attained in this particular?
It is well known that air will rush into a vacuum at the rate of nearly a
thousand miles an hour. Now although it is no more expected we should be
conveyed at any such rate as that, than it is intended we should be
placed in a vacuum, yet are, both this almost inconceivable velocity, and
what is generally expressed by the term “vacuum,” so connected with the
subject of consideration, that it becomes unavoidable to advert to them,
injurious as they must prove, and strongly as they will array our
preconceived notions and prejudices against the proposition.
It cannot be denied that we have the power of laying down a tunnel, such
as has been referred to, and of adapting a railway to the inside of it,
for any distance we please: and, though it may not be in our power so to
connect the separate “lengths” or cylinders which compose it, as to
render the joints perfectly air-tight against a vacuum, yet, with
reference to the trivial degrees of exhaustion necessary for the purpose
here contemplated, every joint may most easily be made “air-tight”:
since, supposing the degree of exhaustion to be equal to the pressure at
which gas is forced through the mains of a public company whose works I
know, a load of above 100 tons would be carried along a tunnel of eight
feet in diameter, at whatever rate the air was pumped out of it. Equally
certain, as it therefore becomes, that we have the power of extending
this tunnel at pleasure, is it, that the power of making and working any
number of air-pumps, such as have been referred to, will enable us to
exhaust from, and consequently cause air to rush through it, at rates so
vastly exceeding any at which we now travel, that our preconceived
notions and prejudices cause us to look on the proposition as both
impossible and absurd.
One of the circumstances which at first strikes us as fatal to the
proposition, is the inability to respire, which we all feel we should be
liable to, if conveyed rapidly _through_ the air. A moment’s reflection
will, however, enable us to see that this objection has no application
whatever to the case. It is not proposed that we shall be conveyed
rapidly _through_ the air, but that we shall cause air, which we have
first set in rapid motion, _to convey us along with it_, _as fast as
itself goes_: a state of things so different from going through, or
against, and meeting the air, that our supposed objection does not apply
to the case.
Stating facts will, however, be the best way of settling this question;
and for this purpose the experience of our aeronauts is referred to.
Much as they have sometimes been inconvenienced from the rarity of the
air, at the heights to which they have ascended, yet have we never heard
them complain of being unable to breathe freely, owing to the velocity
with which they were carried along over the earth’s surface,
notwithstanding that they have been conveyed at rates of 70, 80, and, in
one instance, 160 miles an hour. And why? because that which was the
cause of motion went with them.—“I had not,” says Lunardi, in his account
of the first ascent ever made in England, “the slightest sense of motion
from the machine. I knew not whether I went swiftly or slowly—whether it
ascended or descended—whether it was agitated or tranquil, but by the
appearance or disappearance of objects on the earth.” Rapidly,
therefore, as they have moved, yet have they felt as if in a calm. Now
exactly similar in point of respiration, would be the feeling of those
who might be conveyed in the proposed tunnel. The air, being the cause
of motion, must go, _at least_, equally fast as it drove them, and
necessarily be wherever they were. Let the rate of motion therefore, be
what it might, the feeling of those who experienced it, must prove that
of being in a perfect calm.
Nor are the objections we at first conceive, relative to the effect which
pumping air from the tunnel, and producing what only the word vacuum
(inapplicable as it is) will enable us to convey the idea of, at all more
tenable. The degree to which air would be exhausted from the tunnel
might scarcely ever be sufficient to sink a barometer two inches lower
than one exposed to the atmosphere stood at; so that even were we exposed
to it no inconvenience would be felt. {69} But we never shall be exposed
to it, any more than those who witness the cruel experiment of putting a
mouse under the receiver of an air-pump, and then exhausting it, are
exposed to what the little animal suffers. Between those who _see_ and
the poor creature which _feels_ the effect of the apparatus, is the side
of the receiver. And between the part of the tunnel in which the
exhaustion, or rather the difference of density is, and the passengers in
the vehicle, would be the _end_ of the vehicle; so that though _close to
them_ would be an atmosphere rarer than (we will suppose) it might prove
pleasant to be in, yet would the atmosphere _they actually were in_ be
the same as that of the air at large. No inconvenience, therefore, can
be experienced in this particular.
Equally untenable is the idea we take up, that it will be impossible so
to adapt the ends of the vehicles to the inside of the tunnel, as to
cause them to act as pistons in preventing the passage of the air by
them, without occasioning friction to a degree which should deprive us of
all the advantages the air would otherwise give, as a mean of
communicating motion.
In the last carriage which I had for the tunnel I constructed at
Brighton, there was a space of above an inch and a half in width left all
round between the _piston_ part of the carriage and the tunnel, through
which air rushed unimpeded. Yet did not this “windage,” or leak, though
equal in the aggregate, to an aperture of three square feet, prevent the
carriage from springing forward to the impulse of the air-pumps, with a
readiness I was surprised at. Nor did it ever cause the least
_perceptible_ diminution in their effect; owing to the small quantity of
air that passed through it, in comparison with the immense quantity
exhausted by the pumps.
When the Brighton Committee rode in that tunnel, one of them brought with
him a mountain barometer, that he might ascertain the degree of “vacuum”
or exhaustion necessary to move the carriage. This barometer was
accordingly suspended in the part where the “vacuum” was to be produced,
and the vernier adjusted with the greatest accuracy. But to his surprise
the degree of exhaustion was not sufficient to lower the barometer in the
_least_ degree. Being aware of this, I had spirit gauges previously
prepared, one of which was fixed in the end of the carriage. But even
this gauge, though nearly fifteen times more sensitive than the
barometer, was affected hardly enough to be visible, the amount of
“vacuum” indicated by it, being only about ten grains per square inch, or
_less_ than the ten-thousandth part of a vacuum.
Nor would the quantity of air that rushed by the _piston-end_ of the
carriage be at all important, even when travelling at _very_ great
velocities, and with heavy loads. In a tunnel of the diameter which
would be proper for such lines as those to Bristol, or South Wales, the
pressure requisite to move a load of 100 tons would not be more than
about 100 grains per square inch; which would cause air to rush past the
piston-end of the carriage at the rate of about 30 feet per second.
Therefore, even could no better adjustment of the piston-end of the
carriage and the inside of the tunnel be effected, than took place with
respect to that at Brighton, only 90 cubic feet of air per second would
rush past, even were the carriages standing still; which is only
one-tenth of what the air-pumps I used there were capable of exhausting
in the same time; while, on such a line as the Bristol, or South Wales,
it would not be one-hundredth of what the exhausting apparatus would take
out in the same period; so that not one-hundredth of the power would be
lost by it: and even this hundredth could easily be reduced to a
thousandth: the space left between the piston-end of the carriage in the
tunnel at Brighton being _purposely_ an inch and a half in width, in
order that I might shew, by actual proof, how utterly unimportant was
_that_ objection which engineers of the highest name and reputation had
assured me must, _inevitably_, prove fatal to the motion of _any_
carriage in _any_ tunnel.
And as the carriage, instead of standing still, would be moving forward,
the loss of power, which would, otherwise, result from the pressure
requisite to _give the velocity_ as well as move the load, would be
equally unimportant as that arising from the pressure requisite to move
the load alone.
With pressures so trivial as these capable of producing practical
effects, and with it fully practicable so to adjust the “piston” part of
the carriages to the tunnel, as to render this “windage,” or leak,
perhaps less than one-hundredth of that which I _purposely_ caused in the
tunnel at Brighton, there can be no difficulty, either in preventing any
important quantity of air from rushing past the carriages; or in so
connecting the “lengths” of which the tunnel would be composed, as to
render the joints air-tight.
And as there are _no_ objections which the engineers can bring forward,
that cannot be replied to in an equally satisfactory manner, I need not
trouble you with any additional answer to them.
It is now four years ago since the locomotive engine competition took
place on the Liverpool and Manchester Railway. In all probability no
proprietor of the Kensington Canal happened to be present at that
contest; yet is it equally probable that all were as fully convinced of
the fact from the accounts which appeared in the newspapers, as if you
had seen it. Now though I cannot give the conviction arising from the
evidence of your senses, yet can I give stronger evidence than the public
vehicles of intelligence gave as to that competition, by referring you to
the public authorities and records of Brighton, to know whether I did not
carry an appointed number of its inhabitants to and fro, as the
locomotive engines went during that competition; “when,” says Mr.
Treasurer Booth, in his “Account of the Liverpool and Manchester
Railway,”—“the prescribed distance, it should be understood, was, owing
to the circumstances of the railway, obliged to be accomplished, by
moving backwards and forward on a level plane of one mile and three
quarters in length.” I did not, it is true, carry those gentlemen so far
as those engines went. Nor, indeed, was there any occasion for it. Had
it been necessary, they could have continued riding to and fro in my
tunnel, as long as the locomotives ran to and fro on the railway. But,
as when they had satisfied themselves that there was no trickery in the
motion of the carriage, and that it was _really_ moved by the air, they
had, then, seen all that it was necessary to see, to convince them that a
longer tunnel would enable me to move a carriage equally far, as a longer
railway would have admitted of the locomotive engines going, they gave
over riding, “because,” as the Editor of the Brighton Herald says, in the
extract which I have quoted from that paper, “because they became so
convinced that the invisible and intangible medium we breathe, might be
rendered a safe and expeditious means of getting us from one place to
another, as to be tired of riding.”
Were it necessary for your interest that a gas-pipe should be laid
throughout the line you propose, your inquiry of the engineer you might
employ would be, not whether the gas would pass through such a length of
pipe, because you know that to have been long established, and to be
every day acted upon, but what would be the _expense_ of it; that is, it
would be a money question, not a question of practicability.
The tunnel I constructed at Brighton was nearly eight feet in diameter,
while the air-pumps I adapted to it were large enough to make an
artificial wind blow through it at the rate of ten miles an hour. And
doubling, tripling, quadrupling, &c. &c. the size, or number of the
pumps, would have doubled, tripled, &c. &c. the rate at which this wind
blew.
A common size for gas mains is eight inches. Were it propounded to
you—“Can a mouse run through a rat-hole, let that bole be as long as it
may?” your answer would not be dubious. Why, then, if it be proved, that
we can, with pneumatic apparatus of an almost infinitely less efficient
nature than that which I purpose using, make air move through smaller
pipes five, fifteen, or even fifty miles long, {72} should any doubt be
entertained whether air-pumps will cause it to move through one of eight
feet in diameter; more particularly, when it is well known, that the
larger the pipe the less the proportionate friction; and when your line
will be little more than two miles long.
The pressure by which the gas is driven through the pipes of the work I
know the most of, is equal to an ounce and a half per square inch. A
similar pressure on the carriage in my tunnel would have moved above one
hundred tons. The length of your line would be only about eighty times
longer than the tunnel I constructed; and as the area of your tunnel
would be nearly 150 times larger than the eight-inch mains through which
the gas is carried many times farther than the length of your line, there
need be no more question as to whether, or not, the principle will act
throughout your line, merely because it is eighty times longer than my
tunnel, than there is whether gas would pass through eighty lengths of
gas-pipe.
And as the joints which connect the different “lengths” of gas-pipes can
easily be made air-tight, so could the “lengths” and joints of the
tunnel. “Under the trivial degree of exhaustion which will be
necessary,” says the Report of the Russian Engineer Officer, “rendering
the tunnel sufficiently air-tight will be far less difficult than is at
first supposed. Indeed, I see so many different ways of doing it,”
continues the Report, “that I am satisfied it would not, in practice,
prove more difficult than, nor, indeed, so difficult as, causing some
canals I have seen, to retain the water let into them.” Following up the
illustration which this gentleman thus gives, I beg to assure you I will
guarantee that the tunnel shall not leak, or let air improperly in, so
much as I see the basin of your canal leaks water out.
Adverse as were the original circumstances of the great father of canal
navigation in England, yet did he put to signal shame the opposition and
predictions of the engineers who proclaimed him a madman for pretending
that it was possible to carry a canal over a navigable river. Ten
thousand times more mad as the engineers of the present day proclaim me,
and a hundred thousand times more absurd and “impossible” as they have
pronounced my proposition to be, yet, owing to having in my favour (what
Brindsley had not in his) the circumstance of my principle having been
tried, I am enabled to oppose to their ridicule and sneers the FACT that
I have proved it on a scale, which, as relates to size, was fully, and in
_every_ particular practical; while it was less than practical in point
of length, only because no individual could do that which it requires a
public company and an act of parliament to do, that is, lay it down
between places for actual trade.
Short, however, as it was, yet was it many times longer than the pipes
through which gas was first carried, to prove the practicability of
lighting our streets with that illuminator: while its length was great
enough to be equally conclusive, as the movement of the first
steam-vessel built by the introducer of steam-navigation.
“When,” says Fulton, “I was building my first steam-boat at New York, the
project was viewed by the public either with indifference or with
contempt, as a visionary scheme. My friends, indeed, were civil, but
they were shy. They listened with patience to my explanations; but with
a settled cast of incredulity on their countenances. I felt the full
force of the lamentation of the poet:
‘Truths would you teach, to save a sinking land,
All fear, none aid you, and few understand.’
“At length the day arrived when the experiment was to be put into
operation. To me it was a most trying and interesting occasion. I
invited many friends to go on board, to witness the first successful
trip. Many of them did me the favour to attend as a matter of personal
respect; but it was manifest that they did it with reluctance, fearing to
be the partners of my mortification, and not of my triumph.
“The moment arrived in which the word was to be given for the vessel to
move. My friends were in groups on the deck. There was anxiety, mixed
with fear, among them. They were silent, and sad, and weary. I read in
their looks nothing but disaster; and almost repented of my efforts. The
signal was given; and the boat moved on a short distance, and then
stopped—and became immoveable.”
When _my_ opponents can prove, that because Fulton’s first steam-vessel
would, on its first trial, move only the “short distance” stated in the
above quotation, it was, therefore, impossible to move any other vessel
farther by means of steam, I may heed the clamour they raise about my
proposition not being practicable through a long line of tunnel.
Until then, I can consider it only as a proof of their knowledge being on
a par with the wisdom of that most learned opponent of Galileo’s theory
that day and night are occasioned by the revolution of our planet on its
axis, who, in answer to the query, “How then is it that the sun gets back
to, and always rises in the east of a morning?” replied, that he went
back by night, when nobody could see him.
In concluding, I will endeavour to guard against a circumstance that may
otherwise be injurious to me, by an observation. You will perceive that
the evidences which I have quoted have been in existence six or seven
years. How then, it may be inquired, is it, that a method which is
spoken of so highly as those evidences speak of this mode of conveyance,
should have remained seven years without having been put into actual
practice, or brought any nearer to that consummation than it was when
those documents were written?
During the many years which elapsed between the period of Columbus’s
first proposing to Ferdinand and Isabella the discovery of America, and
their actually setting him afloat to do it, he sent his brother
Bartholomew to England, to lay the proposition before our Seventh Henry,
who, he expected, would entertain it. Henry did entertain it; and would
have possessed England of the southern more firmly than she afterwards
became possessed of the northern half of America, but for the misfortune
which prevented Bartholomew Columbus from approaching him, till Isabella
had agreed with, and dispatched Columbus himself.
“In his voyage to England,” says the historian of America, “Bartholomew
Columbus had been so unfortunate as to fall into the hands of pirates;
who, having stripped him of every thing, detained him a prisoner for
several years:” reducing him to such poverty, that when released from
captivity, he could in no other way obtain the means of procuring a dress
fit for his appearance before the king, than by employing himself in
drawing maps.
Circumstances which, morally speaking, are _exactly_ similar to this
captivity and imprisonment of Bartholomew Columbus—excepting that they
failed in compelling me to sign away the patent rights, to wrest which
from me they were instituted—have equally hindered and reduced me:
occasioning the destruction of the tunnel which I constructed to
demonstrate, practically, the truth of the proposition; and depriving me
of all means of proving it, except by carrying small things on an
experimental scale, instead of persons on a practical one.
As relates to myself, I have no desire to obtrude the details of the
oppression and injustice practised upon me, on any one.
But with respect to the subject I advocate, I am most anxious that the
whole world should know that I court the _fullest_ inquiry, and am ready
to answer _every_ question.
As one proof of this, and to shew that there is nothing which I need to
blush for, any more than Bartholomew Columbus had cause to blush for
being imprisoned by the pirates, I beg to direct your attention to the
annexed copy of the Petition I presented to Parliament; of which only an
extract is given in page 19. Soliciting the favour of your perusing it,
I have the honour to be,
My Lords, and Gentlemen,
Your very obedient,
And most humble Servant,
JOHN VALLANCE.