Is a Ship Canal Practicable?: Notes, Historical and Statistical, Upon the Projected Routes for an Interoceanic Ship Canal Between the Atlantic and Pacific Oceans, in Which is Included a Short Account of the Character and Influence of the Canal of Suez, and the Probable Effects Upon the Commerce of the World of the Two Canals, Regarded Either as Rivals, or as Parts of One System of Interoceanic NavigationAbert, S. T. (Silvanus Thayer)
History
Is a Ship Canal Practicable?: Notes, Historical and Statistical, Upon the Projected Routes for an Interoceanic Ship Canal Between the Atlantic and Pacific Oceans, in Which is Included a Short Account of the Character and Influence of the Canal of Suez, and the Probable Effects Upon the Commerce of the World of the Two Canals, Regarded Either as Rivals, or as Parts of One System of Interoceanic Navigation
Abert, S. T. (Silvanus Thayer)
Canals, Interoceanic
This line possesses additional interest for the political reasons
adduced by the Emperor Napoleon III, in a memoir prepared by him when
a prisoner at Ham. Arranged with method and prepared with care, this
pamphlet bears the impress of a sagacious judgment. “In order,” says
the writer, “that the canal should become the principal element of
the advancement of Central America, it must be cut, not through the
narrowest part of the tongue of land, but through the country which is
most populous, the most healthy, and the most fertile, and which is
crossed by the greatest number of rivers, in order that its activity
may be communicated to the remotest part of the interior. England will
see with pleasure Central America become a flourishing and powerful
State, which will establish a balance of power by creating in Spanish
America a new center of active enterprise, powerful enough to give rise
to a feeling of nationality, and to prevent, by backing up Mexico, any
further encroachment from the North.”
The line selected by Louis Napoleon (although he errs in his statement
of distance), has not been improved by the changes in location proposed
by subsequent engineers. All these routes commence at San Juan de
Nicaragua, and follow the San Juan river to the Lake Nicaragua. From
this lake three other routes pass through Lake Managua to Realijo, and
to the Gulf of Fonseca. Lake Managua is about twenty feet above the
level of Lake Nicaragua. The dry season suspends the flow of water
between the lakes, and the question arises whether, even by the aid of
a dam, sufficient water can be stored in the smaller lake to feed the
summit level on each side of it during the dry season.
Col. Childs’ route terminates at Brito; a fifth at San Juan del Sud,
and three other variations of route near the same point of the Pacific
coast. Col. Childs’ report, which is very complete, was submitted to
a Board of English Engineers, and to Colonels Abert and Turnbull, of
the Corps of Topographical Engineers, U. S. A. Although the survey was
thoroughly and scientifically executed, the route was condemned by
these officers, because of the insufficiency of the harbors of Brito,
and the small dimensions of the canal proposed by Colonel Childs.
The length of the canal was divided into sections, for the convenience
of description and estimation of the cost:
MILES. FEET.
Western division, from Brito to the Lake 18 588
From Lake Nicaragua to head of San Juan 56 500
Slack water of seven dams on the San Juan 90 800
Canal to San Juan del Norte 28 505
——— ———
Total distance 194 393
The maximum width of the canal was designed to be 118 feet, and the
depth 17 feet. The descent from the lake to Brito was accomplished by
fourteen locks.
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