Illustrations of the Croton AqueductTower, F. B. (Fayette Bartholomew)
History
Illustrations of the Croton Aqueduct
Tower, F. B. (Fayette Bartholomew)
Croton Aqueduct (N.Y.)
The advantage of using brick is, that a smooth channel offering little
resistance to the flow of water can be formed with less expense than
with stone, and greater security can be obtained against any leakage;
for besides the coat of plastering which covers the face of the walls
and the top of the concrete, there is also a mortar joint between
this plastering and the brick work. The bricks being of good form and
easily handled, can be more expeditiously and closely laid than the
face of a wall of stone, and afford a smooth and uniform face to the
wall with less expense. They are required to be bedded full and flush
with mortar, so that on lifting one from its position in the work,
no imperfections be discovered, but the impress of the brick be found
distinct throughout.
The proportions of the mortar for the brick work, are two parts of sand
to one of hydraulic lime.
The inverted arch of brick, as well as the brick facing on the sides,
is four inches thick, and the roofing arch of brick is eight inches
thick.
After the masonry is finished the excavation which was done to receive
it, is filled up around it, and over the top of the roofing arch
generally to the height of 3 to 4 feet, and in some instances of deep
excavation, up to the natural surface. If the natural surface be not
of sufficient height for the top of the earth covering, the earth is
raised to the requisite height with proper width on the top and slopes
on the sides for protection to the Aqueduct masonry.
[Illustration: I
_F. B. Tower._ _Gimber._
]
[Illustration: II
_F. B. Tower._ _Gimber._
]
[Illustration: III
_F. B. Tower._ _Gimber._
]
[Illustration: IV
_F. B. Tower._ _Gimber._
]
Plate II. is a section of the Aqueduct in open cutting in rock.
After the rock has been excavated to the required depth and width,
the bottom is levelled up with concrete to the proper height and form
for the inverted arch of brick, which is laid in the manner before
described for earth excavation. The side walls of stone and brick are
bonded together by headers of brick entering the stone walls as shown
in the drawing, and the walls of stone are built closely against the
sides of the rock and forming a junction with it. On the exterior
of the roofing arch a heavy spandrel of stone masonry (of the same
character as the stone walls beneath it) is built, filling the space
between the arch and the rock. After the masonry is finished, the rock
cut above it is filled with earth to the same height above the
roofing arch as mentioned for earth excavation.
Plate III. is a section of the Aqueduct in tunnel cutting in rock.
Public-domain text, read in full here on John Shaqi.
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