Illustrations of the Croton AqueductTower, F. B. (Fayette Bartholomew)
History
Illustrations of the Croton Aqueduct
Tower, F. B. (Fayette Bartholomew)
Croton Aqueduct (N.Y.)
and the
ft. miles, descent
The 1st plane of Aqueduct extends 26099.72 = 4.943, 2.94 ft.
The 2d plane of Aqueduct extends 148121.25 = 28.053, 30.69 ft.
Length of pipes across Har. River, 1377.33 = 0.261.
Diff. of level betw’n extremes of pipes 2.29 ft.
The 3d plane of Aqueduct extends 10733.14 = 2.033, 2.25 ft.
Length of pipes across Manhat. valley, 4105.09 = 0.777.
Diff. of level betw’n extremes of pipes 3.86 ft.
The 4th plane of Aqueduct extends 10680.89 = 2.023 1.60 ft.
--------- ------ ---------
201117.42 = 38.090 43.63 ft.
Making the whole distance from the gate chamber at the Croton dam to
the gate chamber at the Receiving Reservoir 201117.42 feet, or 38.09
miles, and the whole descent 43.63 feet.
The descent on the first plane is about 7⅛ inches per mile.
The descent on the second and third plane is about 13¼ inches per mile.
The descent on the fourth plane is about 9½ inches per mile.
In crossing Harlem River there is a fall of 2 feet more than there
would have been had the Aqueduct continued across with its regular
inclination: this _extra_ fall will afford an opportunity to adjust the
number and capacity of the pipes (which descend below the level of the
Aqueduct and rise again) to discharge the full quantity of water as
freely as the Aqueduct, or channel-way of masonry, would have done had
it continued its regular inclination across the valley.
In crossing Manhattan Valley there is an _extra_ fall of 3 feet for the
same reasons as before stated for that at Harlem River. In both cases,
by using the pipes, there is a loss of the head of water for the City
Reservoirs, equal to the amount of this _extra_ fall; but this small
loss of head was not considered of such importance as to induce the
building of structures across these valleys up to the plane of Aqueduct
grade.
[Illustration: VIII
_F. B. Tower._ _Gimber._
]
The bottom of the water-way of the Aqueduct at the gate chamber where
it enters the Receiving Reservoir, is 7.86 feet below the level of
top water line in the Reservoir, thus when the Reservoir is full the
water will rise to within 7¼ inches of the top of the interior of
the Aqueduct at that place, and the height from top water to the
top of the interior will increase, going northward according to the
inclination of the plane of Aqueduct grade, until it reach the surface
level of the flow of water in the Aqueduct.
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account