The Panama CanalHaskin, Frederic J. (Frederic Jennings)
History
The Panama Canal
Haskin, Frederic J. (Frederic Jennings)
Panama Canal (Panama)
If President Roosevelt had followed the recommendation of the majority
of the board of consulting engineers in favor of a sea-level canal, it
seems probable that the United States would have followed the French
in retiring defeated from the Isthmus, or else would have reconsidered
its purpose to build a sea-level canal and have undertaken a lock
canal, as the French had done.
But, even if it had been possible to build a sea-level canal at
Panama, it appears that such a canal would not have been as
satisfactory as the present one. While the canal the United States
possesses at Panama to-day is a great waterway 300 feet wide at its
narrowest part, in which ships can pass at any point, the sea-level
canal projected would have been a narrow channel winding in and out
among the hills, too narrow for half its length for the largest ships
to pass. Currents, caused by the Chagres River, and by the flow of
other streams into the canal, would have made navigation somewhat
dangerous.
The principal ground upon which the majority members of the board of
consulting engineers voted in favor of a sea-level canal was that it
was less vulnerable. This contention, in the light of what has
happened at Panama, seems to carry no great weight. Such a canal would
have required a masonry dam 180 feet high across the Chagres at
Gamboa, to regulate the flow of that river into the canal. This dam,
very narrow and very high, would have been a much fairer mark than the
great Gatun Dam for the wielder of high explosives. Furthermore, while
earth dams, like that at Gatun, have weathered earthquake shocks of
great severity, masonry dams, like that proposed for Gamboa, have
been tumbled to the earth by shocks of much less power. The regulating
works at Gatun will take care of a volume of water approximately twice
as great as the Chagres has ever brought down. On the other hand, the
proposed dam at Gamboa would have cared for only one-third as great a
discharge as the highest known flow of the Chagres.
It was calculated that the lake made by the dam at Gamboa would always
be held at low stage between floods, but if two floods came in quick
succession this might have been impossible. Such a situation would
have made the Chagres River always a menace to the canal, instead of
its most essential and beneficent feature.
Public-domain text, read in full here on John Shaqi.
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