The American Type of Isthmian Canal: Speech by Hon. John Fairfield Dryden in the Senate of the United States, June 14, 1906Dryden, John F. (John Fairfield)
History
The American Type of Isthmian Canal: Speech by Hon. John Fairfield Dryden in the Senate of the United States, June 14, 1906
Dryden, John F. (John Fairfield)
Panama Canal (Panama); Speeches, addresses, etc., American
Gen. Peter C. Hains, United States Army, equally well qualified to
express an opinion on the subject in all its important points,
pronounced himself strongly and unequivocally in favor of a lock canal.
[Illustration: PANAMA CANAL ZONE]
[Illustration: PROFILE OF CANAL]
Gen. Henry L. Abbot, United States Army, one of the highest authorities
on river hydraulics, thoroughly familiar with Mississippi River flood
problems, a former member of the International Technical Commission, of
the New Panama Canal Company, and for a time its consulting engineer, a
member of different Isthmian commissions, and also a member of the
consulting board, reemphasized his conviction, sustained by much
valuable evidence, in favor of the lock-canal project. General Abbot, as
a member of the consulting board, had signed the report of the minority
in favor of a lock canal. Gen. George W. Davis, United States Army, for
a time governor of the Canal Zone and president of the International
Board of Consulting Engineers, restated his views and convictions as
opposed to the lock-canal type and in favor of the sea-level project.
The last witness, Mr. B.M. Harrod, an engineer of large experience, for
many years connected with levee construction and familiar with the flood
problems of the Mississippi River, submitted a statement in which he
restated his views in favor of a lock canal.
So that, summing up the evidence of twelve engineers examined before the
committee (including Mr. Lindon W. Bates), there were eight American
engineers strongly and unequivocally in favor of a lock canal, while
four expressed their views to the contrary. Subjecting the mass of
testimony to a critical examination, I cannot draw any other conclusion
or arrive at any other conviction than _that the lock project, in the
light of the facts and large experience, has decidedly the advantage
over the sea-level proposition_. And this view is strengthened by the
fact that the opinion of the engineers most competent to judge--that is,
men like Mr. Noble, who has thoroughly studied lock-canal construction,
management, and navigation, who as a member of the United States Deep
Waterway Commission reexamined probably as thoroughly as any living
authority into the entire subject of the mechanics and practice of lock
canals--is emphatically opposed to the sea-level proposition.
Public-domain text, read in full here on John Shaqi.
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