REPORT
ON THE COAST SURVEY
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The
zenith sector of the Coast Survey is constructed on the plan designed
by Mr. Airy, the Astronomer Royal of England, and is similar to
the one recently used in the British Ordnance Survey, but possessing
some improvements in the details suggested by the use of the latter.
It is an admirable instrument, perfect in design, and in point
of accuracy compares well with a zenith telescope of equal power:
but its ponderousness and the greater labor attendant on its use
make it less eligible for observation in the field. Its capabilities,
however, are much greater than those of the zenith telescope,
inasmuch as it measures absolute zenith distances. It has been
used with great success at six of the principal stations of the
survey, and will be found described and figured in one of the
forthcoming volumes of the Coast Survey Records and Results.
IRREGULARITIES OF THE EARTH’S FIGURE.—
When the latitudes observed at different stations are referred
to one another, by means of geodetic differences of latitude,
there are discovered certain discrepancies, much larger than
could result from the probable residual errors of observation–
discrepancies, therefore, which can only be ascribed to local
irregularities in the figure and density of the earth, and which
have been called station errors. They are similar to those which
are caused by the proximity of mountains; but they occur where
the external configuration of the earth’s crust would
not indicate the probability of their existence. Prof. Bache
recognized this source of error as early as the year 1844; and
as a consequence, he determined to carry a continuous series
of astronomical stations through the primary triangulation,
in order to arrive as nearly as possible at the true figure
of the portion of the earth’s surface on which he was
engaged.
The elements of the figure of the earth used
in these comparisons are those obtained by Bessel in his last
discussion of the results of ten measures of arcs. It is an
interesting fact, which it is here in place to mention, that
the observed difference of latitude of the extremities of the
arc at present comprehended under the connected triangulation
of the American Coast Survey, agrees very closely with the geodetic
difference as computed from Bessel’s elements. This arc
extends from Maine to Maryland, over about five degrees of latitude
and six and a half of longitude; in intermediate portions of
its length, the deviation from the mean ellipsoid reaches three
seconds of arc and over. The laws which govern these irregularities
are still the subject of investigation. In the eastern portion
of the survey, where the earth’s crust has been more disturbed,
the average amount of station error is between one and two seconds
of arc; but it amounts to only about a half a second in the
sections south of the Delaware, where the diluvium rests apparently
undisturbed.
OBSERVATIONS OF AZIMUTH. — Observations
of azimuth are made at all the latitude stations. The instruments
used are the same as those employed in the measurement of the
angles in the primary triangulation. The meridian is determined
by observations made on the pole star or other close circumpolar
stars, principally when the object is near its greatest elongations.
The motion of the star in azimuth, at these points of its revolution,
being almost imperceptible, the result will be practically independent
of the time. Moreover, if observations be taken within forty-five
minutes on either side of the elongation, they can be reduced
to that position by a most simple formula. The pole-star, however,
even at its culminations, moves so slowly in azimuth, that the
liability to error in pointing is found to be no greater at
those periods than at the elongations; and Mr. Bache has finally
pursued sometimes the plan of observing the star at equal intervals
on both sides of the meridian before and after the culmination.
When this method is employed, the reduction is simplified into
a mere taking of means: and it may here be noticed, that in
these as in all analogous processes, it has been the aim of
the Superintendent so to arrange the methods of observing, as
to diminish as far as practicable the labor and liability to
error of the computations. The azimuths are liable to irregularities
similar to those which have been described as affecting the
latitudes: and a comparison of azimuths observe at different
stations, extreme and intermediate, has manifested the existence
of station errors among them, which can only, like the former,
be referred to local variations of level.
OBSERVATIONS OF TIME AND LONGITUDE.—
Observations of local time are made in connection with whose
of latitude and azimuth: the instruments employed being generally
portable transmit instruments of from twenty-six to forty-eight
inches focal length, constructed by Simms of London and Wurdemann
of Washington. For time-keepers, chronometers by the best makers
are used, except for telegraphic determinations of longitude,
when astronomical clocks are employed.
In the plan of reorganization of the survey,
in 1843, it was “urged, and deemed essentially necessary,
that the difference of longitude between some main points of
the survey, and the meridian of any or all of the European observations,
be ascertained immediately.” In order to carry into effect
this important injunction, Prof. Bache has availed himself of
every means science could afford. All the observations obtainable
of eclipses, occultations and moon culminations made in this
country previously to 1844, together with the simultaneous observations
made abroad, so far as they could be found, have been collected
and reduced: and similar observations have since been continued
at Cambridge, Philadelphia, Washington, Charleston and Cincinnati.
All these stations being connected by the electric telegraph,
their differences of longitude have been determined with great
accuracy; and all the results are referred to Cambridge as a
common station of reference.
The difference of longitude between Cambridge
and Liverpool has also been determined by means of large numbers
of chronometers carried repeatedly between the two stations
on the Cunard steamships. These chronometric expeditions, in
the words of Mr. W.C. Bond, director of the Harvard University
Observatory, “for the magnitude and completeness of their
equipments, have not been equalled by any of the similar undertakings
of European governments. Even the ‘Expedition chronometrique’
of Struve was on a scale much less extensive.” The voyages
were continued through a number of successive years. The first
great special expedition took place in 1849, and the most recent
in 1855. In the latter the effect of temperature on the rate
of the chronometers formed a subject of special investigation.
For each instrument the effect of temperature on its rate was
ascertained by experiment, and the average temperature during
each trip was kept account of by means of a thermometric chronometer,
constructed like the others, but with undivided balance, so
that its daily rate was affected by six seconds for a change
in temperature of 1° Fahr. Fifty-two chronometers were employed
in this expedition, and were transported six times between Cambridge
and Liverpool; giving nearly 300 individual longitude determinations,
with a probable error of the mean result of two-tenths of a
second of time. Yet this result differs by more than a second
of time from that of the expedition of the preceding years,
giving 4h44m 31s.8 for the longitude between Greenwich and Cambridge,
while the former expeditions had given 302.6. the results by
the astronomical methods also differ, eclipses and occultations
giving 29s.5, and moon-culminations 28s.5. The results by the
latter method are doubtless liable to large constant errors.
Indeed, each method appears to be affected by sources of constant
error which no accumulation of results will culminate, and a
greater approach to the truth must be sought by multiplying
methods as far as practicable.
It is to be hoped that a submarine telegraph
will ere long afford another, and perhaps very accurate method
of verifying those results, and determining the longitude within
the narrowest limits of error.
The differences of longitude between Cambridge
and the principal stations of the survey in other sections are
determined by the aid of the electric telegraph, wherever this
has been established. In this method, which is by far the most
accurate for determining difference of longitude, the Coast
Survey has taken the lead, and has brought it to a great state
of perfection, which subsequent operations of a similar nature
executed in Europe have not yet reached. The idea of comparing
the local time of different places by means of the electric
telegraph is sufficiently obvious, and dates from the conception
of the telegraph itself; but the refined methods by which the
intervention of human senses and operations, and the consequent
liabilities to error, are, in the greatest possible degree,
avoided, and by which the time of transmission is measured and
eliminated from the longitude, have been the result of careful
study and long experience. The method of recording observations
of time on a chronographic register, by means of a galvanic
circuit, known in Europe as the American method, originated
in the Coast Survey with the first attempts to determine longitude
by means of the electro-magnetic telegraph. The chronographic
record is made on a cylinder, revolving with nearly uniform
velocity, covered with a sheet of paper, upon which a pen traces
a line, interrupted or deflected for an instant, through the
agency of an electro-magnet, every time the pendulum of the
clock passes the vertical, and, in doing so, interrupts a galvanic
circuit. Either cylinder or pen are at the same time slowly
moving lengthwise; so that the line formed is a long spiral,
which is thus graduated into spaces corresponding to seconds
of time, and described with uniform velocity. When any instant
of time is to be recorded, the observer strikes a finger key,
which also breaks the galvanic circuit, and causes a similar
mark to be made on the record; the position of which, in reference
to the adjacent seconds marks, can be read off with great precision.
In the chronographs employed in the Coast Survey, a second is
generally represented by from one-half to three-quarters of
an inch, the cylinder being regulated so as to make one revolution
in half a minute. By an ingenious arrangement in the clock,
the break for every sixty seconds or minute is omitted, and
every five minutes two breaks are omitted. By this means, a
whole sheet may be read off without any other note than the
time of beginning and ending.
The method of determining longitudes by means
of the electric telegraph is substantially, and in brief, as
follows:– A transit instrument, astronomical clock, and
chronograph, is mounted at each station. After suitable observations
for instrumental corrections at each station, which are recorded
only at the place of observation, the clock at the eastern station
is first put in connection with the circuit, so as to write
on the chronographs at both stations. A number of stars, culminating
near the zenith of the two stations, are selected by the observers.
As they appear first upon the eastern meridian, their transit
is recorded by the observer striking the finger key upon the
chronographic registers at both stations. After an interval
of time equivalent to the difference of longitude between the
two places, which is measured by the clock, the same stars appear
on the western meridian, and the observer at that station records
this transit precisely as the other had done; and the difference
of the two records of time is the measure of the difference
of longitude.
It will be observed that these records have
been obtained at both stations; and a little reflection will
show that if there be any sensible interval of time consumed
in the transmission of the signals, the difference of longitude
obtained from the record at the eastern station will be too
great by that interval, and that at the western station will
be too small by the same amount. The mean result will give the
longitude free from this error, and the difference measure the
time of transmission of the signals through the whole circuit.
Ten stars are generally exchanged with the
eastern clock in the circuit, and, after the first five, the
transit instrument is reversed, so as to eliminate any residual
error in the correction for collimation. The western clock is
next put on, and the same operation repeated with ten other
zenith stars. Not only is the result improved by the accumulation
of individual results, but the advantage is gained, that the
interval is measured by another clock, and the time of transmission
eliminated in the inverse order of effects. The transits of
the stars are generally recorded over fifteen wires. After the
exchange of signals by the second clock is completed, local
observations for instrumental corrections are again made, which
conclude the night’s work. These operations are repeated
on at least three different nights; after which the observers
and instruments exchange places, so as to eliminate the possible
errors arising from causes connected with their individual peculiarities.
By the perfect and admirable method just sketched,
we are able to measure arcs of longitude with the same degree
of accuracy with which arcs of latitude have heretofore been
ascertained; and a new element has thus been introduced into
Geodesy. Since the general introduction of the electric telegraph
and the development of the American method of longitudes, it
has been applied to many of the older European geodetic surveys;
and in general a very full acknowledgment has been made of their
indebtedness to American science by the eminent geometer having
charge of such works, with the single exception of Mr. Le Verrier,
who has made use of the earlier methods of the Coast Survey,
since abandoned for others more perfect, without any mention
of their origin, in his report to the Academy of Sciences. It
was one of the earliest discoveries resulting form the telegraphic
determinations of longitude, that the time of transmission of
signals between stations several hundred miles apart is quite
sensible, and that it appears in a great degree to depend on
the distance. On the telegraph lines used in this country, where
large iron wire is employed, and the circuit is completed through
the earth, the rate of transmission has been found to be from
11,000 to 20,000 miles per second. Whether this actually was
the velocity of the galvanic current, or whether it rather measures
the time during which the current must be established in order
to produce the effects that we observe, is, for the present,
an unsolved question.
The telegraphic determinations of longitude
have been extended from Washington northward to Philadelphia,
New York, Cambridge, Bangor, and Halifax, and southward to Petersburg,
Wilmington, Charleston, Savannah, Mobile, and New Orleans.
Great credit is due to the public spirit of
the telegraph companies, who have extended every facility to
the operations of the Coast Survey, and have given the use of
the line, after the working hours, free of charge.
In sections of the coast to which the telegraph
has not yet penetrated, such as Florida, Texas, and the Pacific
Coast, the longitudes of cardinal points are determined by observations
of moon culminations, and by chronometers. Corresponding observations
of moon culminations are made at several American observatories,
at the expense of the Coast Survey; and most valuable aid is
derived from the series of meridian observations of the moon
made at Greenwich, which are always most promptly obtained through
the kindness of the Astronomer Royal. The manner in which the
reductions are made to keep pace with the observations at the
latter observatory is admirable, and worthy of general limitation.
The chronometric determination of longitude
between Savannah, and Fernandina, in Florida, the details of
which have been communicated to the American Association at
the Montreal meeting, may serve in plan of execution and mode
of discussion as a model for operations of a similar character.
OBSERVATIONS ON THE MAGNETIC ELEMENTS.—
Observations of magnetic declination, dip, and intensity are
made at all points where it is desirable for purposes of navigation
that the declination should be known; and also at many stations
of the primary triangulation, generally those where astronomical
observations are likewise made.
The instruments employed are similar to those
used in the British magnetic surveys; being declinometers and
horizontal force magnetometers on the plans of Gauss and Weber,
Lloyd and Lamont, by Jones, of London; and dip circles by Barrow
and Gambey, provided with Lloyd needles for total intensity.
In this manner are obtained not only the variations of the compass
required for the charts, but important contributions also to
our knowledge of the earth’s magnetism, which have already
born fruit in the construction of a magnetic chart for the United
States. This subject, one of great scientific importance, will
be found referred to more at length in the second part of this
report.
DETERMINATIONS OF LEVEL.— The heights
of the trigonometrical stations above the level of the sea are
determined, generally, by observations of reciprocal zenith
distances, which observations are frequently checked by direct
levellings from the ocean. Interesting comparisons are in progress
between the results obtained, and those which are furnished
by barometric and thermometric measurements.
PLANE-TABLE TOPOGRAPHY.– The topographical
survey is executed with the plane-table. The outlines of the
shore, the irregularities of the surface, the forms and dimensions
of hills, forests, streams, rocks, meadows, towns, and villages,
are all represented by certain conventional modes of drawing.
The topographical maps are generally surveyed on a scale of
1/10000 of the natural dimensions. In localities where a great
amount of detail is to be represented, such as large cities
and their vicinity, a scale of 1/5000 is employed, while on
flat and thinly settled ranges of the coast a scale of 1/20000
is used. The extent of ground represented upon a single topographical
sheet depends upon the scale; on a scale of 1/1000, or about
6 inches to the mile, a quare foot of the drawing represents
about 4 square miles of the surface of the earth. The size of
the sheets is generally 30 inches by 48.
On the sheets drawn in the field, the irregularities
of the surface,– the hills and depressions,– are
indicated by curves, or contour-lines, representing the intersections,
with the natural surface, of a system of horizontal planes,
one above another, at equal distances apart, measured vertically.
In the reduced drawings for the engraved charts, the spaces
between these horizontal lines are filled up with hachures,
the darkness of the shade being made proportional to the steepness
of the slope, according to a system somewhat modified from that
of Lehmann. Scales of shades have been printed, showing the
distance between the hachures and the strength of stroke adapted
to different scales of the maps. The absence, in general, of
very abrupt slopes, and the frequency of gentle ones, rendered
necessary the modification of the Lehmann system. The topographical
survey is carried as far inland as is required for purposes
of navigation, and for the defence of the coast.
THE HYDROGRAPHIC SURVEY.– Next in order,
and based upon the positions furnished by the triangulation
and topographical survey, comes the hydrography. This department
of the survey supplies the results which are of most universal
interest to the public, and of which the practical utility is
the most easy to be understood. By a thorough system of hydrographic
survey, the configuration of the bottom of the ocean is mapped
out, new channels are discovered, hidden dangers are detected,
the situations of rocks and shoals which were but imperfectly
known are determined with accuracy, the peculiarities of the
tides and of the direction and velocity of tidal currents are
made apparent, and the most suitable positions are determined
for the planting of buoys and the erection of beacons and lighthouses.
Soundings are taken with such frequency as
to exhibit accurately the variations of depth of water; the
number of casts of the lead depending on the degree of irregularity
of the bottom, or its greater or less declivity. The casts are
determined in position relatively to the trigonometrical stations,
generally by means of angles measured with the sextant at the
place of sounding, and sometimes by the use of two theodolites
on shore. In soundings off the coast, and in cases where extreme
accuracy of position is necessary, as in the determination of
sunken rocks, the latter is the method preferred. The position
of the sounding vessel is not, in practice, determined at every
sounding, but at every sixth or tenth, according to frequency;
and the intermediate soundings, being taken at equal intervals
of time, are laid down at equal intervals between the positions
determined by angles.
The soundings extend from the shore, and from
the head of tide-water generally, as far seaward as the exigencies
of navigation require. One of their principal uses being to
assist the mariner in determining his position, it is desirable
that the record should exhibit not merely the depth, but the
character also of the bottom. The sounding leads are, accordingly,
provided with an apparatus designed to bring up along with it
a portion of the sedimentary material which it encounters; and
specimens of the varieties of this material from different localities
are preserved among the collections of the Coast Survey, and
the respective characteristics of the bottom are indicated on
the charts.
Microscopic examinations of many of these specimens
have shown them to be crowded with organisms, of which the number
and the genera vary with the depth; and hence it is not impossible
that science may discover, in the laws governing the distribution
of microscopic forms in the bottom of the ocean, an additional
means of assisting the mariner to determine his position at
sea.
Various improvements in the apparatus for bringing
up these specimens of the bottom have been introduced in the
course of the Survey, invented by naval officers while prosecuting
these researches: among them may be mentioned Stellwagen’s
attachment to the lead,– a metallic cup, with a circular
leather valve, closed by the pressure of the water in being
drawn up,– a contrivance in common use, and answering
very well the purpose intended, in moderate depths. For greater
depths, Craven’s specimen-box, with a metallic hinged
valve or lid, and Sand’s specimen-box, with a sliding
valve closed by the action of a spiral spring, are used with
success. For soundings exceeding 100 fathoms in depth, Massey’s
self-registering sounding machine is used in connection with
the lead and line, with several improvements suggested by its
use.
The hydrographic sheets are drawn on scales
varying from 1/5000 to 1/40000, the more usual scales being
those of 1/10000 and 1/20000.
OBSERVATIONS ON THE TIDES.— In order to reduce all the
soundings to the depth at mean low-water, the level of which
is assumed for the plane of reference, observations of the tides
of sufficiently long duration for this purpose are made by the
hydrographic parties as part of the programme of their work.
These are in connection with the system of more long-continued
observations made at selected points of the coast, where tidal
registers have been kept up with great attention and perseverance,
for the purpose of ascertaining, upon the basis of extensive
observation, the complicated laws governing the tides in the
different seas which wash our shores. The observations have
been made half-hourly, at a number of stations, for various
periods of from one to three years. At intermediate stations,
half-hourly observations during two lunations are found to be
sufficient to determine the constants.
A self-registering tide-gauge is much used,
by which a continuous curve representing the successive changes
in the height of water is traced on paper moved by clock-work,
by a pencil actuated by the rising and falling of a float in
a vertical box, to which the tide has free access. The superintendent
engages personally in the discussion of this most interesting
subject; and he has made several communications to the Association
to whom this committee owe their appointment, on the nature
of these researches, and the results attained, which are to
be found among the published transactions.
This subject is the more important from the
fact that the tides of the Atlantic, the Pacific, and the Mexican
Gulf coasts of the United States present three distinct types.
The diurnal tide, which is moderately large on the Atlantic
coast, and produces a diurnal inequality in height and time
which is perceptible without being excessive, is very great
on the Pacific; and in the Gulf of Mexico its predominance is
so decided that the semi-diurnal tide is almost obliterated.
In addition to these investigations, which
relate to the general phenomena of the tides, careful observations
are made upon the direction and velocity of the currents which
the tides produce. The information thus obtained is of no less
importance to the mariner, than a knowledge of the amount of
rise and fall of the water. It is accordingly embodied in the
charts, along with those other matters of varied information
which have been enumerated as essential to the safety of navigation;
and thus constitutes the final contribution to that fund of
positive knowledge of the sea and its bed, of its changes and
the law that govern them, on which the commerce of the country
so largely depends for its safety.
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